laredo independent school district · c3.1 farias elementary school ... dr. a. marcus nelson -...
TRANSCRIPT
INDEX OF DRAWINGS
C1.0 COVER SHEET
C2.1-2.2-2.3 SITE LOCATION MAPS
C2.4 GENERAL NOTES
C3.1 FARIAS ELEMENTARY SCHOOL
C3.2 SANTA MARIA ELEMENTARY SCHOOL
C3.3 SANCHEZ-OCHOA ELEMENTARY SCHOOL
C3.4 DOVALINA ELEMENTARY SCHOOL
C3.5 KAWAS ELEMENTARY SCHOOL
C3.6 ZACHRY ELEMENTARY SCHOOL
C3.7 LIGARDE ELEMENTARY SCHOOL
C3.8 MILTON ELEMENTARY SCHOOL
C3.9 ALMA A. PIERCE ELEMENTARY SCHOOL
C3.10 BRUNI ELEMENTARY SCHOOL
C3.11 MACDONELL ELEMENTARY SCHOOL
C3.12 TARVER ELEMENTARY SCHOOL
C3.13 DAICHES ELEMENTARY SCHOOL
C3.14 RYAN ELEMENTARY SCHOOL
C3.15 DON JOSE GALLEGO ELEMENTARY SCHOOL
C-3.16 HEIGHTS ELEMENTARY SCHOOL
C3.17 LEYENDECKER ELEMENTARY SCHOOL
C3.18 D.D. HACHAR ELEMENTARY SCHOOL
C3.19 J.C. MARTIN ELEMENTARY SCHOOL
C3.20 SANTO NIÑO ELEMENTARY SCHOOL
C3.21 MEMORIAL MIDDLE SCHOOL
LAREDO INDEPENDENT SCHOOL DISTRICT
LISD PARKING LOT PAVEMENT REHABILITATION IMPROVEMMENTS
LAREDO INDEPENDENT SCHOOL DISTRICT
LAREDO, TEXAS
JUNE 9, 2017
BOARD OF TRUSTEES
DR. A. MARCUS NELSON - SUPERINTENDENT
S&B INFRASTRUCTURE, LTD.
MR. RICADO GARZA - DISTRICT 4, SECRETARY
MR. HECTOR J. NOYOLA - DISTRICT 3, VICE PRESIDENT
MR. JOSE A. VALDEZ - DISTRICT 1, TRUSTEE
MR. HECTOR J. GARCIA - DISTRICT 6, TRUSTEE
MS. CINDY LIENDO - DISTRICT 2, TRUSTEE
MR. JOSE R. PEREZ - DISTRICT 7, TRUSTEE
DR. CECILIA MAY MORENO - DISTRICT 5, PRESIDENT
A
JORGE A. MARTINEZ
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JUNE 9, 2017
C3.22 CHRISTEN MIDDLE SCHOOL
C3.23 CIGARROA MIDDLE SCHOOL
C3.24 MARTIN HIGH SCHOOL
C3.25 CIGARROA HIGH SCHOOL
C3.26 SHIRLEY FIELD SPORTS COMPLEX
AND CIVIC CENTER
C3.27 SHIRLEY FIELD SPORTS COMPLEX
AND CIVIC CENTER
C3.28 LAMAR MIDDLE SCHOOL
C4.1 DETAILS
C4.2 DETAILS
O
L
D
S
A
N
T
A
M
A
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IA
R
D
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CHICAGO ST.
FRANCISCO FARIAS ELEMENTARY SCHOOL1510 CHICAGO STREET, LAREDO, TEXAS
MARKLEY ST.
PROJECTSITE
SANTA MARIA ELEMENTARY SCHOOL3817 SANTA MARIA STREET, LAREDO, TEXAS
SANCHEZ-OCHOA ELEMENTARY SCHOOL211 E. ASH STREET, LAREDO, TEXAS
ANITA T. DOVALINA ELEMENTARY SCHOOL1700 W. ANNA AVE., LAREDO, TEXAS
FARIAS ST.
ORTIZ ST.
TACUBA ST.
PACE ST.
UGARTE ST.
JU
AR
EZ
A
VE
.
SA
NT
A M
AR
IA
A
VE
.
SA
LIN
AS
A
VE
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CO
NV
EN
T A
VE
.
FLO
RE
S A
VE
.
VID
AU
RR
I A
VE
.
SA
NT
A IS
AB
EL A
VE
.
TACUBA ST.
ORTIZ ST.
FARIAS ST.
SA
NT
A R
IT
A A
VE
.
CHICAGO ST.
PIERCE ST.
PROJECTSITE
PHILADELPHIA ST.
BOSTON ST.
PACE ST.
UGARTE ST.
JU
AR
EZ
A
VE
.
SA
NT
A M
AR
IA
A
VE
.
SA
LIN
AS
A
VE
.
CO
NV
EN
T A
VE
.
FLO
RE
S A
VE
.
VID
AU
RR
I A
VE
.
SA
NT
A C
LE
OT
ILD
E A
VE
.
BALTIMORE ST.
SA
NT
A R
IT
A A
VE
.
DA
VIS
A
VE
.
MA
IN
A
VE
.
SAN JOSE ST.
PLUM ST.
PROJECTSITEELM ST.
LOCUST ST.
MONTGOMERY ST.
ASH ST.
MA
RC
ELLA
A
VE
.
SA
ND
ER
S A
VE
.
MA
RY
LA
ND
A
VE
.
CE
DA
R A
VE
.
SP
RIN
GF
IE
LD
A
VE
.
VA
LE
NC
IA
A
VE
.
FROST ST.
BA
RC
ELO
NA
A
VE
.
MO
NT
ER
RE
Y A
VE
.
MC
DO
NE
LL A
VE
.
LOCATIONSITE
BRUNI ST.
PARK ST.
SANCHEZ ST.
GARZA ST.
CA
MP
A
VE
.
E. A
NN
A A
VE
.
PIN
DE
R A
VE
.
SA
N IG
NA
CIO
A
VE
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RIV
ER
RIO
G
RA
ND
E
CALLAGHAN ST.
BENAVIDES ST.
GARCIA ST.
LE
E A
VE
.
W. A
NN
A A
VE
.
MEXICO
SALTILLO ST.
PINE ST.
PROJECTSITE
CHESTNUT ST.
VICENTE ST.
SAN LUIS ST.
LO
US
IA
NA
A
VE
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TE
XA
S A
VE
.
AR
KA
NS
AS
A
VE
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NE
W Y
OR
K A
VE
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CA
NA
DA
A
VE
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ME
AD
OW
A
VE
.
Z
A
P
A
T
A
H
W
Y
-
8
3
JESUS A. KAWAS ELEMENTARY SCHOOL2100 S. MILMO AVE., LAREDO, TEXAS
JA
RV
IS
A
VE
.
MA
RT
IN
A
VE
.
HENRY B. ZACHRY ELEMENTARY SCHOOL3200 CHACOTA STREET, LAREDO, TEXAS
SALTILLO ST.
THURMAN ST.
PROJECTSITE
TINAJA ST.
PALO BLANCO ST.
ZACATECAS ST.
CHACOTA ST.
EJID
O A
VE
.
SM
IT
H A
VE
.
W
O
R
M
S
E
R
R
D
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AR
KA
NS
AS
A
VE
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NORTON ST.
LO
UIS
IA
NA
A
VE
.
IN
DIA
A
VE
.
CA
NA
DA
A
VE
.
POTOMAC LOOP
NE
W Y
OR
K A
VE
.
HONORE LIGARDE ELEMENTARY SCHOOL2800 S. CANADA AVE., LAREDO, TEXAS
500' 1000'
SCALE: 1" = 500'
SALTILLO ST.
THURMAN ST.
PROJECTSITE
TINAJA ST.
PALO BLANCO ST.
ZACATECAS ST.
CHACOTA ST.
EJID
O A
VE
.
SM
IT
H A
VE
.
W
O
R
M
S
E
R
R
D
.
AR
KA
NS
AS
A
VE
.
NORTON ST.
LO
UIS
IA
NA
A
VE
.
0'
IN
DIA
A
VE
.
CA
NA
DA
A
VE
.
POTOMAC LOOP
NE
W Y
OR
K A
VE
.
CLARENCE L. MILTON ELEMENTARY SCHOOL2500 E. ASH STREET, LAREDO, TEXAS
SAUNDERS ST.
ELM ST.
PROJECTSITE
MONTGOMERY ST.
ASH ST.
SAN JOSE ST.
TE
XA
S A
VE
.
MA
RT
IN
A
VE
.
LOCUST ST.
LO
UIS
IA
NA
A
VE
.
JA
RV
IS
A
VE
.
PLUM ST.
BA
RT
LE
TT
A
VE
.
AR
KA
NS
AS
A
VE
.
NE
W Y
OR
K A
VE
.
MILM
O A
VE
.
SAN CARLOS ST.
BUSTAMANTE ST.
PROJECTSITE
T
A
Y
L
O
R
S
T
.
RYAN ST.
EISTETTER ST.
HE
ND
RIC
KS
A
VE
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LO
GA
N A
VE
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MC
C
LE
LLA
ND
A
VE
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SP
RIN
GF
IE
LD
A
VE
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ALMA A. PIERCE ELEMENTARY SCHOOL800 E. EISTETTER STREET, LAREDO, TEXAS
MA
RY
LA
ND
A
VE
.
CE
DA
R A
VE
.
A
L
L
E
N
D
E
S
T
.
R
Y
A
N
S
T
.
E
I
S
T
E
T
T
E
R
S
T
.
LO
GA
N A
VE
.
SCOTT ST.
COKE ST.
PROJECTSITE
GARCIA ST.
BENAVIDES ST.
SA
N JO
RG
E A
VE
.
SA
N F
RA
NC
IS
CO
A
VE
.
SA
N E
NR
IQ
UE
A
VE
.
SA
NT
A U
RS
ULA
A
VE
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ANTONIO M. BRUNI ELEMENTARY SCHOOL1508 SAN EDUARDO AVE., LAREDO, TEXAS
SA
N D
AR
IO
A
VE
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SA
N B
ER
NA
RD
O A
VE
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I-H
WY
-35
SA
N E
DU
AR
DO
A
VE
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CALLAGHAN ST.
SA
N A
GU
ST
IN
A
VE
.
GARZA ST.
SANCHEZ ST.
WASHINGTON ST.
SCOTT ST.
PROJECTSITE BENAVIDES ST.
COKE ST.
JU
AR
EZ
A
VE
.
SA
NT
A M
AR
IA
A
VE
.
SA
LIN
AS
A
VE
.
SA
NT
A C
LE
OT
ILD
E A
VE
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CHRISTOPHER M. MACDONELL ELEMENTARY SCHOOL1606 BENAVIDES STREET, LAREDO, TEXAS
MA
IN
A
VE
.
SA
NT
A R
IT
A A
VE
.
DA
VIS
A
VE
.
GARCIA ST.
CALLAGHAN ST.
GARZA ST.
LAREDO INDEPENDENT SCHOOL DISTRICTPROPOSED PARKING LOT REHABILITATION
DRAWN BY: J.J.S. SCALE: NTS
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C2.1
C2.1-2.2-2.3 SITE MAP.DWGFILE:
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
SITE LOCATIONS MAPS
LAREDO INDEPENDENT SCHOOL DISTRICT
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
A
JORGE A. MARTINEZ
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101173
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JUNE 9, 2017
STATUS: FINAL
C3.1 C3.2 C3.3 C3.4
C3.8C3.7
C3.11C3.10
C3.6C3.5
C3.9
DATE: 6.9.2017
DATE: 6.9.2017
DRAWN BY: J.J.S. SCALE: NTS
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C2.2
C2.1-2.2-2.3 SITE MAP.DWGFILE:
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
TARVER ELEMENTARY SCHOOL3200 TILDEN AVE., LAREDO, TEXAS
ASH ST.
PROJECTSITE
DAICHES ELEMENTARY SCHOOL1401 GREEN STREET, LAREDO, TEXAS
RYAN ELEMENTARY SCHOOL2401 CLARK BLVD., LAREDO, TEXAS
DON JOSE GALLEGO ELEMENTARY SCHOOL520 CLARK BLVD., LAREDO, TEXAS
LOCUST ST.
PLUM ST.
FROST ST.
PACE ST.
UGARTE ST.
LO
GA
N A
VE
.
CE
DA
RA
VE
.
TILD
EN
A
VE
.
HE
ND
RIC
KS
A
VE
.
Mc C
LE
LLA
N A
VE
.
MA
RY
LA
ND
A
VE
.
LYON ST.
ELM ST.
LE
XIN
GT
ON
A
VE
.
CHACON ST.
WOOSTER ST.
PROJECTSITE
MERCER ST.
MARION ST.
PIEDRA CHINA ST.
GRREN ST.
SE
YM
OU
R A
VE
.
LO
RIN
G A
VE
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ME
AD
OW
A
VE
.
ME
ND
IO
LA
A
VE
.
ST
ON
E A
VE
.
GATES ST.
REYNOLDS ST.
FREMONT ST.
PROJECTSITEGUSTAVUS ST.
MUSSER ST.
OKANE ST.
CLARK BLVD.
NE
W Y
OR
K A
VE
.
MILM
O A
VE
.
LO
UIS
IA
NA
A
VE
.
AR
KA
NS
AS
A
VE
.
TE
XA
S A
VE
.
BA
RT
LE
TT
A
VE
.
LANE ST.
MA
LIN
CH
E A
VE
.
MA
RT
IN
A
VE
.
JA
RV
IS
A
VE
.
PROJECTSITE
PRICE ST.
STEWART ST.
REYNOLDS ST.
OKANE ST.
SA
ND
ER
S A
VE
.
MA
RC
ELLA
A
VE
.
MA
RY
LA
ND
A
VE
.
LE
XIN
GT
ON
A
VE
.
CLARK BLVD.
MUSSER ST.
GUSTAVUS ST.
SP
RIN
GF
IE
LD
A
VE
.
CORTEZ ST.
GUADALUPE ST.
PROJECTSITE
CHIHUAHUA ST.
ROSARIO ST.
MARKET ST.
ST
ON
E A
VE
.
McP
HE
RS
ON
A
VE
.
SE
YM
OU
R A
VE
.
ME
AD
OW
A
VE
.
ME
ND
IO
LA
A
VE
.
TILD
EN
A
VE
.
HEIGHTS ELEMENTARY SCHOOL1208 MARKET STREET, LAREDO, TEXAS
HE
ND
RIC
KS
A
VE
.
Mc C
LE
LLA
N A
VE
.
LEYENDECKER ELEMENTARY SCHOOL1311 GARDEN STREET, LAREDO, TEXAS
JEFFERSON ST.
THURMAN ST.
PROJECTSITETINAJA ST.
PALO BLANCO ST.
CONSTANTINOPLE ST.
GARDEN ST.
IH
H
WY
-35
SA
LIN
AS
A
VE
.
MA
IN
A
VE
.
NORTON ST.
SA
NT
A C
LE
OT
ILD
E A
VE
.
JU
AR
EZ
A
VE
.
SA
NT
A M
AR
IA
A
VE
.
PARK ST.
DA
VIS
A
VE
.
D.D. HACHAR ELEMENTARY SCHOOL3000 GUADALUPE STREET, LAREDO, TEXAS
PROJECTSITE
GUADALUPE ST.
CHIHUAHUA ST.
EJID
O A
VE
.
SM
IT
H A
VE
.
AR
KA
NS
AS
A
VE
.
LO
UIS
IA
NA
A
VE
.
J. C. MARTIN ELEMENTARY SCHOOL1600 MONTERREY AVE., LAREDO, TEXAS
500' 1000'
SCALE: 1" = 500'
GUERRERO ST.
PROJECTSITE
BENAVIDES ST.
COKE ST.
LANE ST.
MO
NT
ER
RE
Y A
VE
.
MA
RT
IN
A
VE
.
GALVESTON ST.
0'
SA
ND
ER
S A
VE
.
JA
RV
IS
A
VE
.
MIER ST.
BA
RT
LE
TT
A
VE
.
MA
RC
ELLA
A
VE
.
SP
RIN
GF
IE
LD
A
VE
.
McD
ON
ELL A
VE
.
CE
DA
R A
VE
.
LO
GA
N A
VE
.
LO
RIN
G A
VE
.
CO
NV
EN
T A
VE
.
FLO
RE
S A
VE
.
ROSARIO ST.
MARKET ST.
CORTEZ ST.
IN
DIA
A
VE
.
CA
NA
DA
A
VE
.
NE
W Y
OR
K A
VE
.
ES
PA
NA
A
VE
.
LAREDO ST.
CORPUS CHRISTI ST.
GARFIELD ST.
WASHINGTON ST.
SCOTT ST.
SITE PLANS
LAREDO INDEPENDENT SCHOOL DISTRICT
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
LAREDO INDEPENDENT SCHOOL DISTRICTPROPOSED PARKING LOT REHABILITATION
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
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S
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OF
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A
JUNE 9, 2017
STATUS: FINAL
C3.12 C3.13 C3.14 C3.15
C3.16 C3.17 C3.18 C3.19
SANTO NIÑO ELEMENTARY SCHOOL2701 BISMARK, LAREDO, TEXAS
PROJECTSITE
BARRIOS ST.
BOULANGER ST.
LIGARDE ST.
CA
NA
DA
A
VE
.
NAPOLEON ST.
LO
UIS
IA
NA
A
VE
.
SANTA CLARA ST.
TE
XA
S A
VE
.
AR
KA
NS
AS
A
VE
.
NE
W Y
OR
K A
VE
.
IN
DIA
A
VE
.
SANTA BARBARA ST.
BISMARK ST.
C3.20
DATE: 6.9.2017
DATE: 6.9.2017
DRAWN BY: J.J.S. SCALE: NTS
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C2.3
C2.1-2.2-2.3 SITE MAP.DWGFILE:
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
MEMORIAL MIDDLE SCHOOL2002 MARCELLA AVE., LAREDO, TEXAS
CHRISTEN MIDDLE SCHOOL2001 SANTA MARIA AVE., LAREDO, TEXAS
CIGARROA MIDDLE SCHOOL2600 PALO BLANCO STREET, LAREDO, TEXAS
GARDEN ST.
BRUNI ST.
GONZALEZ ST.
PARK ST.
SHEA ST.
POGGENPOHL ST.
SA
NT
A M
AR
IA
A
VE
.
DA
VIS
A
VE
.
JU
AR
EZ
A
VE
.
SA
LIN
AS
A
VE
.
MA
IN
A
VE
.
SANCHEZ ST.
PROJECTSITE
MONTERREY ST.
SALTILLO ST.
ZACATECAS ST.
CHACOTA ST.
MA
LIN
CH
E A
VE
.
BA
RT
LE
TT
A
VE
.
MA
RT
IN
A
VE
.
MILM
O A
VE
.
TINAJA ST.
THURMAN ST.
PALO BLANCO ST.
JA
RV
IS
A
VE
.
500' 1000'
SCALE: 1" = 500'
0'
TE
XA
S A
VE
.
LO
UIS
IA
NA
A
VE
.
SITE PLANS
LAREDO INDEPENDENT SCHOOL DISTRICT
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
LAREDO INDEPENDENT SCHOOL DISTRICTPROPOSED PARKING LOT REHABILITATION
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
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D
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N
A
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T
T
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OF
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I
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A
JUNE 9, 2017
STATUS: FINAL
DATE: 6.9.2017
DATE: 6.9.2017
GUSTAVUS ST.
MUSSER ST.
CLARK BLVD.
PROJECTSITE
FREMONT ST.
LANE ST.
GUERRERO ST.
McD
ON
ELL A
VE
.
SA
ND
ER
S A
VE
.
MA
RC
ELLA
A
VE
.
SP
RIN
GF
IE
LD
A
VE
.
MA
RY
LA
ND
A
VE
.
MO
NT
ER
RE
Y A
VE
.
CO
NV
EN
T A
VE
.
FLO
RE
S A
VE
.
SA
N A
GU
ST
IN
A
VE
.
SA
N B
ER
NA
RD
O A
VE
.
PROJECTSITE
Z
A
P
A
T
A
H
I
G
H
W
A
Y
PROJECTSITE
MONTERREY ST.
SALTILLO ST.
ZACATECAS ST.
CHACOTA ST.
MA
LIN
CH
E A
VE
.
BA
RT
LE
TT
A
VE
.
MA
RT
IN
A
VE
.
MILM
O A
VE
.
TINAJA ST.
THURMAN ST.
PALO BLANCO ST.
JA
RV
IS
A
VE
.
TE
XA
S A
VE
.
LO
UIS
IA
NA
A
VE
.
Z
A
P
A
T
A
H
I
G
H
W
A
Y
CIGARROA HIGH SCHOOL2600 ZACATECAS STREET, LAREDO, TEXAS
MARTIN HIGH SCHOOL2002 SAN BERNARDO AVE., LAREDO, TEXAS
GARDEN ST.
BRUNI ST.
GONZALEZ ST.
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PROJECTSITE
SHIRLEY FIELD SPORTS COMPLEX AND CIVIC CENTER2002 SAN BERNARDO AVE., LAREDO, TEXAS
GARDEN ST.
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GONZALEZ ST.
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PROJECTSITE
C3.21
C3.25 C3.26 - C3.27
C3.22 C3.23 C3.24
LAMAR MIDDLE SCHOOL1818 ARKANSAS AVENUE, LAREDO, TEXAS
FREMONT ST.
PROJECTSITE
LANE ST.
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C3.28
GALVESTON ST.
GARFIELD ST.
GENERAL NOTES
LAREDO INDEPENDENT SCHOOL DISTRICT
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
GENERAL NOTES:
THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE POSSIBLE PRESENCE OF UNDERGROUND UTILITIES ON THE RIGHT OF WAY ON THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALL LOCATION OF UTILITIES 48 HOURS INADVANCE OF CONSTRUCTION ACTIVITIES.
APPLY ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE TEXAS MUTCD PLANS AND AS DIRECTED/APPROVED BY THE ENGINEER.
REMOVE MATERIALS LARGER THAN 4 INCHES IN SIZE WITHIN THE CONSTRUCTION LIMITS AND NOT INCORPORATED IN THE PROJECT.
RETAIN, STORE AND DELIVER ANY MATERIALS REMOVED AND NOT REUSED AND DETERMINED TO BE SALVAGABLE/STORAGE YARD AS DIRECTED BY THE ENGINEER OR DISTRICT.DELIVER UNDAMAGED ITEMS TO THE DISTRICT STORAGE YARD ASREQUIRED.
REGULATE ALL CONSTRUCTION TRAFFIC AS TO CAUSE MINIMUM OF INCONVENIENCE TO THE PUBLIC OR DISTRICT EMPLOYEES. PROVIDE A SAFE AND CONVENIENT ACCESS TO THE CAMPUSES REQUIRED DURING CONSTRUCTION.
UPON COMPLETION OF THE WORK ON EACH CAMPUS, THOROUGHLY CLEAN ALL CONSTRUCTION MATERIALS, SWEEP ALL EXCESS ROCK AND RSETORE AL DELIVERY SITES TO NATURAL CONDITIONS OR SATISFACTORY OF THE ENGINEER PRIOR TOFINAL ACCEPTANCE OR REMOVAL OF THE BARRICADES.
THE CONTRACTOR SHALL MAINTAIN EACH SITE FREE OF TRASH, CONSTRUCTION DEBRIS AND SURPLUS MATERIALS.
REMOVE EXCESS AGGREGATE MATERIAL WITHIN THE CONSTRUCTION LIMITS AND NOT INCORPORATED INTO THE CONSTRUCTION FROM THE PROJECT AND DISPOSE OF IT IN A PROPER MANNER ACCEPTABLE TO THE ENGINEER. THIS WORK WILLNEED TO OCCUR PRIOR TO THE JOB BEING ACCEPTED AND WILL NOT BE PAID FOR DIRECTLY, BUT SHALL BE SUBSIDIARY TO THE VARIOUS BID ITEMS.
CONTRACTOR SHALL PAY AND OBTAIN ALL REQUIRED PERMITS WITH THE CITY OF LAREDO. PERMIT FEES WILL NOT BE PAID FOR DIRECTLY, BUT SHALL BE SUBSIDIARY TO THE VARIOUS BID ITEMS
TXDOT ITEM 316 SURFACE TREATMENTS (IF REQUIRED) :
DEPENDENT UPON WEATHER CONDITIONS AND OR SEASON OF APPLICATION THE ENGINEER WILL DIRECT THE ASPHALT TYPE TO UTILIZE.ASPHALT AND AGGREGATE RATES ARE FOR ESTIMATION PURPOSES ONLY AND MAY BE ADJUSTED BY THE ENGINEER DEPENDING ON THE MATERIAL USED. KEEP AGGREGATE RATE TO A MINIMUM AS DIRECTED BY THE ENGINEER. ALLOW AMINIMUM 24 HOUR CURING PERIOD IN THE EVENT EMULSIONS ARE USED BEFORE PLACING ANY SUBSEQUENT ASPHALT COURSES.
TAKE PRECAUTIONARY MEASURES TO AVOID DRIFTING OF ASPHALT ON TO TRAFFIC AND ADJACENT PROPERTIES WHEN USING LATEX ASPHALT.
THE ENGINEER WILL APPROVE THE LOCATION OF AGGREGATE STOCKPILES. PLACE THE AGGREGATE AT A LOCATION WHERE IT WILL BE FREE OF EXCESS SURFACE MOISTURE, AS DETERMINED BY THE ENGINEER BEFORE APPLICATION.
FLUX OIL OR EMULSIONS MAY BE USED FOR PR-ECOATING LRA AND LRA TRAP ROCK BLENDS. DRY THE PRECOATED AGGREGATE TO THE SATISFACTION OF THE ENGINEER WHEN EMULSIONS ARE USED AS THE PRECOAT MATERIAL IT WILL BE THERESPONSIBILITY OF THE CONTRACTOR/PRODUCER TO PROVIDE ADEQUATE DRYING AND MINIMUM CURING PERIOD BEFORE DELIVERY OF THE AGGREGATE.
THE ENGINEER RESERVES THE RIGHT TO REJECT ANY PRE-COATED AGGREGATE WHICH IS IMPROPERLY COATED OR OTHERWISE UNSATISFACTORY FOR USE. IF THE AGGREGATES TO BE PRECOATED ARE FOUND TO HAVE STRIPPINGCHARACTERISTICS, THE ENGINEER MAY REQUIRE THE ADDITION OF AN ANTI-STRIPPING AGENTS. ADD 1% HYDRATED LIME BY WEIGHT TO AGGREGATE WHEN CHOOSING LIME AS AN ANTI-STRIPPING AGENT. LIME NEEDS TO MEET DMS-6350REQUIREMENTS AND IS TO BE CONSIDERED SUBSIDIARY TO THIS ITEM.
ENSURE THAT THE ASPHALT USED FOR PRE-COATING THE AGGREGATE AT THE PLANT AND THE ASPHALT USED FOR THE SURFACE TREATMENT AT THE PROJECT SITE WILL NOT RESULT IN A REACTION THAT MAY ADVERSELY AFFECT THE BONDINGOF THE AGGREGATE AND ASPHALT DURING THE SURFACE TREATMENT OPERATION.
PRE-COATED AGGREGATED THAT DO NOT FLOW QUALITIES AND CAN NOT BE SATISFACTORY SPREAD BY APPROVED MECHANICAL SPREADING DEVICES ARE NOT ACCEPTABLE.
STOCKPILES OF AGGREGATE PRE-COATED WITH AC MAY GENERATE EXCESSIVE HEAT BUILD-UP RESULTING IN DAMAGE TO THE ASPHALT AND/OR AGGREGATES IF ADEQUATE COOLING HAS NOT BEEN INITIALLY PROVIDED STOCKPILES SHOWINGEVIDENCE OF EXCESSIVE HEAT BUILD-UP CAN BE REJECTED BY ENGINEER
EXECUTE ALL ROLLING IN ACCORDANCE WITH ITEM 210 ( MEDIUM, PNEUMATIC,TIRE) AT THE APPROXIMATE RATE OF 1 HR/3000 SY OR AS DIRECTED BY THE ENGINEER. THE LIGHT PNEUMATIC ROLLER WILL BE ACCEPTABLE AT THE APPROXIMATERATE OF 2 HR/2000 SY TIRE PRESSURE AND BALLAST OF ALL PNEUMATIC ROLLERS WILL BE CONTINUING INTEREST BY THE ENGINEER, AND WILL BE IN ACCORDANCE WITH ITEM 210.
CONFIGURE THE ASPHALT DISTRIBUTOR SPRAY BAR SO THAT NOZZLES OVER THE WHEEL PATHS OF THE ROAD SPRAY 15% LESS THAN THE NOZZLES OVER THE AREAS OF THE ROADWAY, UNLESS OTHERWISE DIRECTED THE ENGINEER. PROVIDE THEVARIABLE SIZE NOZZLES AND PROVIDE THE ENGINEER WITH DOCUMENTATION CERTIFYING THE CALIBRATION OF THE NOZZLES. THE VARIABLE SIZE NOZZLES WILL NOT BE PAID FOR DIRECTLY, BUT IS SUBSIDIARY TO ITEM 316
ALL CONCRETE CURBS AND/OR CONCRETE ISLANDS THAT GET COATED WITH OIL/MATERIAL DURING THE SURFACE TREATMENT OPERATION SHALL BE CLEANED AS DIRECTED/APPR9OVED BY THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THEPROJECT. REPAIR SURFACE FLUSHING AND BLEEDING LOCATIONS ON ALL SCHOOL SITES.
POT HOLE REPAIR
POT HOLE REPAIR SHALL BE SAW-CUT WHERE ASPHALT PAVEMENT IS BEING PARTIAL Y REMOVED, THESE CUTS SHALL BE VERTICAL, FULL DEPTH AND MADE WITH A SAW. POT HOLE REPAIR SHALL BE COMPLETED IN ACCORDANCE WITH TXDOTITEM 700.
PAVEMENT SEALER
THE CONTRACTOR PROVIDE AND INSTALL SEALMASTER COLD TAR CONCENTRATE PAVEMENT SEALER WITH PAVE GEL ADDITIVE WITH SAND AS PER MANUFACTURERS RECOMMENDATIONS . MIX DESIGN AND INSTALLATION PROCEDURES SHALLBE AS PER PROJECT SPECIFICATIONS AND AS PER MANUFACTURERS RECOMMENDATIONS. CONTRACTOR SHALL PROVIDE AND INSTALL A MINIMUM OF 2 COATS OF PAVEGEL SEALER ADDITIVE AS PER MANUFACTURERS RECOMMENDATIONS.CONTRACTOR SHALL CLEAN ALL SURFACES TO BE SEALED AND BE FREE FROM ALL LOOSE MATERIAL AND DIRT. TEMPERATURE MUST BE A MINIMUM OF 50 DEGREES FAHRENHEIT AND RISING FOR A PERIOD OF NOT LESS THAN 24 HOURS. DO NOTAPPLY WHEN TEMPERATURE IS EXPECTED TO DROP BELOW 50 DEGREES FAHRENHEIT IN A PERIOD. DO NOT APPLY IF RAIN IS FORECAST WITHIN 24 HOURS. ALLOW FINAL COAT OF PAVEMENT SEALER TO CURE FOR A MINIMUM OF 24 HOURSBEFORE OPENING TO TRAFFIC OR PAVEMENT MARKINGS. SEE SPECIFICATIONS AND BID SCHEDULE FOR FURTHER INFORMATION.
TXDOT ITEM 502 BARRICADES,SIGNS AND TRAFFIC HANDLING :
STATE STANDARD SHETS(S) TRAFFIC CONTROL PLAN (TCP) REQUIRES THAT CERTAIN SIGNS ARE TO REMAIN IN PLACE UNTIL THE STANDARD PAVEMENT MARKINGS ARE PLACED. PLACE THE STANDARD MARKINGS NO LATER THAN 14 DAYS AFTERSURFACE TREATMENT OPERATIONS ARE COMPLETED.
REFER TO THE TRAFFIC CONTROL PLAN FOR THIS PROJECT AS SHOWN IN THE PLANS, AS DETAILED ON THE BARRICADE AND CONSTRUCTION STANDARD SHEETS AND AS PROVIDED FOR IN THE CURRENT TEXAS MUTCD
ASSURE THAT PREVIOUSLY USED TO TMA's MEET THE NCHRP 230 REQUIREMENTS AND ALL NEW TRUCK MOUNTED ATTENUATORS MEET NCHRP 350 REQUIREMENTS.
THE TIME FRAME FOR THE CONTRACTOR TO PROVIDE PROPERLY MAINTAINED TRAFFIC CONTROL DEVICES BEFORE THEY ARE CONSIDERED TO BE IN NON-COMPLIANCE WITH THIS ITEM, IS 48 HOURS REGARDLESS OF THE DAYS OF THE WEEKINVOLVED AFTER NOTIFICATION IS DONE IN WRITING BY THE ENGINEER. IF THE CONTRACTOR DOESN'T TAKE THE NECESSARY STEPS APPROVED BY THE ENGINEER TO ELIMINATE THE NON-COMPLIANCE CONDITIONS WITHIN THE 48 HOURSESTABLISHED ABOVE PAYMENT FOR THIS ITEM FOR THE MONTH(S) IN NON-COMPLIANCE CAN BE WITHHELD AS COVERED IN SECTION 502.4(B)
FURNISH ALL TRAFFIC CONTROL AND COMPLY WITH THE CURRENT TEXAS MUTCD. TRAFFIC CONTROL PLAN (TCP) AND BARRICADES AND CONSTRUCTION STANDARDS (BC) PAVEMENT MARKER STANDARDS (PM) AND WORK ZONE STANDARD (WZ)CONDUCT CONSTRUCTION METHODS SO AS TO PROVIDE THE LEAST POSSIBLE INTERFERENCE TO TRAFFIC AND TO PERMIT THE CONTINUOUS MOVEMENT OF TRAFFIC IN ALL ALLOWABLE DIRECTIONS AT ALL TIMES. CLEAN UP AND REMOVE FROMTHE WORK AREA ALL LOOSE MATERIAL RESULTING FROM CONTRACT OPERATIONS AT THE END OF EACH WORK DAY.
THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE TRAFFIC CONTROL AND WILL BE RESPONSIBLE FOR FURNISHING ALL TRAFFIC CONTROL DEVICES AND FLAGGERS
ALL PROPOSED STOP SIGNS SHALL BE R1-1 (30"X30") AND AHDERE TO THE TEXAS MUTCD REQUIREMENTS.
TXDOT ITEM 506 TEMPORARY EROSION, SEDIMENTATION , AND ENVIROMENTAL CONTROLS :
THE SW3P FOR THIS CONTRACT CONSISTS OF TEMPORARY SEDIMENT CONTROL FENCE TO BE UTILIZED AS DEEMED NECESSARY BY THE ENGINEER.
TXDOT ITEM 644 SMALL ROADSIDE SIGN SUPPORTS AND ASSEMBLIES:
CONTRACTOR SHALL PROVIDE AND INSTALL ALL PROPOSED SIGNAGE AS SHOWN ON PLANS. CONTRACTOR SHALL INCLUDE ALL REQUIRED PARTS, ASSEMBLIES, FASTENERS AND BOLTS REQUIRED AS PER TXDOT REQUIREMENTS. EXISTINGSIGNAGE TO BE REMOVED SHALL BE SALVAGED AND DELIVERED TO LISD AT A DESIGNATED LOCATION AS DIRECTED.
TXDOT ITEM 666 REFLECTORIZED PAVEMENT MARKINGS:
ALL PAVEMENT MARKINGS INCLUDING PARKING STALLS, ADA MARKINGS, FIRE LANE MARKING, DIRECTIONAL ARROWS, ETC FOR ALL PAVEMENT AREAS SHALL BE PAINTED "WHITE". PROVIDE "YELLOW"PAINT FOR ALL CONCRETE AREAS.PROVIDE BLUE COLOR FOR ADA HANDICAP MARKING AND RED FOR FIRE LANES UNLESS OTHERWISE INDICATED. PAINT MATERIAL SHALL ADHERE TO THE REQUIREMENTS OF PPG ZONELINE 11-53 SERIES. CONTRACTOR SHALL INSTALLPAVEMENT MARKINGS AS PER MANUFACTURERS RECOMMENDATIONS.
SWEEP AND CLEAN SURFACE WITH POWER BROOM SUPPLEMENTED BY HAND BROOMING AS REQUIRED TO REMOVE ALL LOOSE MATERIAL, DUST AND DEBRIS. REMOVE ALL GREASE AND OILS DEPOSITS WITH SOLVENTS AND DETERGENTS ASREQUIRED.
STRIPING: APPLY PAINT WITH MECHANICAL EQUIPMENT TO PRODUCE STRIPES WITH UNIFORM STRAIGHT EDGES, MINIMUM 4" WIDE OR AS PER DETAIL. APPLY IN COATS AT MANUFACTURERS RECOMMENDED RATES TO PROVIDE A 15-MIL WETFILM THICKNESS.
APPLY ALL MAKINGS IN ACCORDANCE WITH THE PLANS, TEXAS MUTCD AND AS DIRECTED/APPROVED BY THE ENGINEER AFTER THE SURFACE HAS CURED FOR (2) DAYS, BEEN CLEANED AND PREPARED ACCORDING TO THE SPECIFICATIONS AND ASDIRECTED/APPROVED BY THE ENGINEER. APPLY MARKINGS DIRECTLY OVER EXISTING PAINTED PAVEMENT MARKINGS ONLY WHERE APPLICABLE AND AS OUTLINED IN THE 2014 STANDARD SPECIFICATIONS FOR CONSTRUCTION ANDMAINTENANCE OF HIGHWAYS,STREETS AND BRIDGES.
FOR SURFACE TREATMENT PROJECTS, LEAVE THE FINAL COURSE IN PLACE FOR TWO (2) DAYS AND BROOM THE ROADWAY DIRECTLY AHEAD OF THE STRIPING MACHINE PRIOR TO PLACING STANDARD PAVEMENT MARKINGS.
TXDOT ITEM 672 RAISED PAVEMENT MARKERS (IF REQURIED):
MOUNT ADHESIVE DISPENSING EQUIPMENT INTO TRUCK OR TRAILER. PLACE ALL ADHESIVE MATERIAL DIRECTLY FROM THE HEATED DISPENSER TO THE PAVEMENT. PORTABLE OR NOT-HEATED CONTAINERS WILL BE ALLOWED FOR THE PLACEMENTOF THE ADHESIVE MATERIAL..
USE A CREW EXPERIENCED IN THE WORK OF RAISED PAVEMENT MARKER REPLACEMENT AND/OR INSTALLATION AND IN THE NECESSARY TRAFFIC CONTROL.
PLACE THE PROPOSED REFLECTIVE PAVEMENT MARKERS IN ACCORDANCE WITH TxDOT STANDARDS.
CLEAN THE PAVEMENT AT EACH LOCATION WHERE MARKERS ARE TO BE PLACED IN SUCH A MANNER AS TO REMOVE ALL DIRT AND LOOSE DEBRIS BEFORE APPLICATION. THIS CLEANING WILL NOT BE PAID FOR DIRECTLY, BUT WILL BE SUBSIDIARY TOITEM 672 RAISED PAVEM ENT MARKERS.
PRIOR TO PLACEMENT OF ALL RAISED PAVEMENT MARKERS ON CONCRETE PAVEMENT. THE SURFACE WILL BE BLAST-CLEANED USING AN ABRASIVE BLASTING MEDIUM. THIS WORK WILL NOT BE PAVED FOR DIRECTLY BUT WILL BE
SUBSIDIARY TO BID ITEM 672 RAISED PAVEMENT MARKERS.
USE BITUMINOUS ADHESIVE ON BITUMINOUS PAVEMENTS. DO NOT USE EPOXY ADHESIVE ON PORTLAND CEMENT CONCRETE PAVEMENT.
GENERAL INSTRUCTIONS TO CONTRACTOR:
1) THE DISTRICT RESERVES THE RIGHT TO AWARD CONTRACTS FOR ALL OR SOME OFTHE CAMPUSES LISTED IN THE PROJECT.
2) THE CONTRACTOR SHALL SUBMIT A PROPOSED SCHEDULE OF WORK WITH THE BIDAS PER THE CONTRACT SPECIFICATIONS. THE PROJECTS LISTED IN RFCSP 17-020 MUSTBE COMPLETED OR RECEIVE SUBSTANTIAL COMPLETION NO LATER THAN 120BUSINESS WORKING DAYS AFTER THE NOTICE THE PROCEED IS ISSUED BY THEDISTRICT. NO CONSTRUCTION ACTIVITIES SHALL COMMENCE UNTIL THE APPROVEDWORK SCHEDULE HAS BEEN APPROVED BY LISD AND THE ENGINEER.
3) THE CONTRACTOR WILL BE REQUIRED TO COMPLETE ALL PROPOSED WORK TOMINIMIZE DISRUPTION TO THE CAMPUSES. ALL PROPOSED IMPROVEMENTS FORTHIS PROJECT HEREON WILL BE REQUIRED TO BE COMPLETED DURING LISD'SNON-WORKING HOURS. SEE PROJECT SPECIFICATIONS FOR A COPY OF THEDISTRICT'S 2016-2017 AND 2017-2018 WORKING SCHEDULE. ALL PROPOSED SEALCOAT OPERATIONS AND PERMANENT PAVEMENT MARKINGS FOR A TYPICAL LISDWORKWEEK MUST BEGIN ON A FRIDAY AFTERNOON 30 MINUTES AFTER STAFFDISMISSAL AND MUST BE FULLY COMPLETED AND OPERATIONAL NO LATER THANTHE FOLLOWING SUNDAY NIGHT AT 11 PM. CONTRACTOR WILL BE REQUIRED TOCOORDINATE WITH LISD CONSTRUCTION DEPARTMENT TO OBTAIN PROPER ACCESSTO EACH SITE. CONTRACTOR WILL BE REQUIRED TO SUBMIT A PROPOSED WORKPLAN FOR LISD APPROVAL PRIOR TO COMMENCING CONSTRUCTION AT EACHCAMPUS.
4) CONTRACTOR WILL BE REQUIRED TO PROVIDE/INSTALL ALL BARRICADES,TEMPORARY LIGHTING, DRUMS, SIGNS, WORK ZONES MARKING AS REQUIRED FORTHE SAFETY OF THE PUBLIC AND STAFF.
5) ONCE WORK HAS BEGUN ON A CAMPUS SITE, THE ENTIRE SEQUENCE OF WORKMUST BE WORKED ON CONTINUOUSLY TO COMPLETION. NO WORK WILL BEALLOWED NEXT CAMPUS UNTIL THE CURRENT WORK IS FINISHED AND READY TO BEOPENED TO TRAFFIC UNLESS OTHERWISE APPROVED BY THE DISTRICT.
6) CONTRACTOR IS REQUIRED TO INCLUDE IN HIS BID ALL CITY OF LAREDO PERMITS /FEES ASSOCIATED WITH THE PROJECT. NO CONSTRUCTION SHALL COMMENCEWITHOUT OBTAINING ALL PERMITS/ APPROVALS.
7) EACH WORK AREA IS TO BE CLEARED BY BLOWING AND SWEEPING ALLVEGETATION, DIRT, AND LOOSE DEBRIS PRIOR TO COMMENCING SEAL COATOPERATIONS.
8) CONTRACTOR SHALL PROVIDE ADEQUATE FLAGGERS, LIGHTING, SIGNS, WORKZONE MARKINGS IN ACCORDANCE WITH THE PROJECT AS MAY BE REQUIRED.
9) CONTRACTOR SHALL COMPLETELY REPAIR ALL POT HOLES / PAVEMENTRECONSTRUCTION IDENTIFIED ON THE PLAN SET PRIOR TO COMMENCING SEAL COATOPERATIONS.
10) ALL AREAS WITHIN THE PROJECT LIMITS SHALL BE RE-STRIPED AS PER PLAN.
11) AREAS UTILIZED FOR THE CONTRACTOR'S PARKING, STORAGE, STAGING, HAULROUTES, AND ALL OTHER IMPACTED AREAS DISTURBED SHALL BE RESTORED TO THEORIGINAL CONDITION OR AS ACCEPTED BY LISD.
12) ALL ITEMS ON PLANS AND/OR SPECIFICATIONS THAT ARE NOT SPECIFICALLYSHOWN ON THE BID SCHEDULE SHALL BE CONSIDERED SUBSIDIARY TO THE UNITPRICES SHOWN ON THE BID SCHEDULE.
13) CONTRACTOR WILL BE REQUIRED TO PROVIDE WARRANTY FOR THE WORKCOMPLETED AS PER LISD REQUIREMENTS, SEE SPECIFICATIONS.
14) CONTRACTOR SHALL INSTALL PARKING STALL NUMBERING FOR EACH CAMPUSWITHIN PROJECT LIMITS. CONTRACTOR SHALL COORDINATE W/ ENGINEER AND LISDSTAFF FOR FINAL NUMBER SEQUENCE FOR EACH CAMPUS AND REQUIREMENTSPRIOR TO CONSTRUCTION. SEE DETAIL.
BASIS OF ESTIMATE
SEQUENCE OF WORK
THE FOLLOWING WORK WILL BE PERFORMED AT EACH CAMPUS.SIMULTANEOUS WORK ON MULTIPLE CAMPUSES WILL NOT BEALLOWED UNLESS OTHERWISE APPROVED BY THE OWNER/ENGINEER.
1) PLACE ADVANCE WARNING SIGNS, REFLECTIVE DRUMS, FLAGGERS,TEMPORARY LIGHTING, WORK ZONE SIGNS, BARRICADES AND ALLTRAFFIC CONTROL MEASURES REQUIRED ON EACH SITE.
2) PREPARE THE WORK AREA BY CLEARING, BLOWING AND SWEEPINGALL VEGETATION, DIRT, AND LOOSE DEBRIS PRIOR TO SEAL COATOPERATIONS.
3) REPAIR ALL/ANY POT HOLES / CONCRETE WORK IDENTIFIED ON THEPLAN SET.
4) TEMPORARILY RELOCATE ALL TIRE STOPS WITHIN PROPOSED SEALCOAT AREAS.
5) COMPLETE ALL SEAL COAT OPERATIONS FOR THE PARKING AREAS.
6) COMPLETE ALL STRIPING SIGNAGE, TIRE STOPS, AND PAVEMENTMARKINGS AS PER PLAN. ALL PAVEMENT MARKINGS SHALL BEINSTALLED NOT LESS THAN 24 HOURS AFTER COMPLETION OF THE SEALCOAT OPERATIONS.
7) REINSTALL ALL TIRE STOPS AND SPEED HUMPS AS PER PLAN.
7) CLEAN AND CLEAR ALL LOOSE DEBRIS FROM THE PROJECT LIMITS.CLEAN ALL AREAS DISTURBED TO THE ORIGINAL CONDITION OR ASACCEPTED BY LISD.
A
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JUNE 9, 2017 DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.9.2017 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 6.9.2017 C2.4
C2.4-GENERAL NOTES.DWG
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- --
PROPOSED SEAL COATAREA= 52,950 SQ.FT.
18
.0
'
9.0'
9.0'
18
.0
'
9.0'
18.0'
18
.0
'
18.0'
9.0'
18.0'
9.0'
18.0'
9.0'
9.0'5.0'
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 10
,700
SQ
.FT
.18.0'
PROPOSED SEAL COATAREA= 18,850 SQ.FT.
PROPOSED SEAL COATAREA= 22,185 SQ.FT.
20.0'
9
.
0
'
11.0'
18.0'
9.0'
18.0'
20.0'
9.0'
18.0'
5.0'
9.0' 9.0' 8.0'9.0'
22.0'
18.0'
9.0'
22.8'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C3.1
C-3.1-3.10 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
FARIAS ELEMENTARY SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
30' 60'
SCALE: 1" = 30'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
SOUTH SIDE PARKING AREASCALE 1" - 30'
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
NORTH SIDE PARKING AREASCALE 1" - 20'
WEST SIDE PARKING AREASCALE 1" - 30'
28 PARKING SPACES
ORTIZ STREET
SA
NT
A M
AR
IA R
OA
D
CHICAGO STREET
RA
IL R
OA
D T
RA
CK
S
FIRE LANESTRIPINGSEE DETAIL
FIRE LANESTRIPING
SEE DETAIL
PAVEMENTSTRIPING
26 PARKING SPACES 11 PARKING SPACES
11 PARKING SPACES10 PARKING SPACES
10 PARKING SPACES
8 PARKING SPACES
8 PARKING SPACES
FIRE LANE STRIPINGSEE DETAIL
RESTRIPEPAVEMENT
MARKING
PROPOSEDPAVEMENT
STRIPINGPAVEMENTMARKINGS
FIRE LANE STRIPINGSEE DETAIL
PAVEMENTSTRIPING
13 PARKING SPACES
11 PARKING SPACES
12 PARKING SPACES
11 P
AR
KIN
G S
PA
CE
SFIRE LANESTRIPING
SEE DETAIL
FIRE LANESTRIPING
SEE DETAIL
EXISTINGCONCRETE
EXISTING SIDEWALK
PROPOSED 4"CENTERLINE STRIPING
PAVEMENTMARKINGS
LOCATIONSAS SHOWN
PROPOSED 24"X6'PAVEMENT STRIPING
SEE DETAIL
PAVEMENTMARKINGS
LOCATIONSAS SHOWN
PROPOSED 24"X6'PAVEMENT MARKING
SEE DETAIL
EXISTINGCONCRETE PAVEMENT
EXISTINGBUILDING
EXISTING BUILDING
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENTMARKINGS
LOCATIONSAS SHOWN
PAVEMENT MARKINGSLOCATION AS SHOWN
EXISTINGSIGN
FIRE LANESTRIPINGSEE DETAIL
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
CONCRETE
EXISTING PROPOSED
PAVEMENT IMPROVEMENTS
MANHOLES
SIGN
BUILDING
CONCRETE CURB & GUTTER
MONOLITHIC CURB/GUTTER
SIGN
PROPOSEDPAVEMENTSTRIPING
EXISTING BUILDING
WHEEL STOP
PROPOSED 24"X6'PAVEMENT STRIPINGSEE DETAIL
PROPOSED 24"X6'PAVEMENT STRIPING
SEE DETAIL
PROPOSEPAVEMENT
STRIPING
PROPOSEPAVEMENT
STRIPINGPROPOSE
PAVEMENTSTRIPING
PROPOSED 24"X6'PAVEMENT STRIPINGSEE DETAIL
PROPOSED 24"X6'PAVEMENT STRIPING
SEE DETAIL
PROPOSED 24"X6'PAVEMENT STRIPING
SEE DETAIL
PROPOSED 24"X6'PAVEMENT STRIPING
SEE DETAIL
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
A
JORGE A. MARTINEZ
G
X
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S
P
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N
101173
C
L
S
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NS
E
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N
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OF
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E
N
E
E
I
R
S
A
JUNE 9, 2017
DATE: 6.9.2017
DATE: 6.9.2017
POTHOLE REPAIR
POTHOLE REPAIR
PROPOSED SEAL COATAREA= 17,842 SQ.FT.
9.0'
20
.0
'
20
.0
'
9.0'
20.0'
9.0'
20.0'
5.0'
8.0'
24.2'
24.9'
2.0'
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 19
,803
SQ
.FT
.
20.0'
9.0'
20.0'
9.0'
9.0'
20
.0
'
5.0'
8.0'
8.0
'6
.0
'1
0.0
'
ONLY
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 5,
200
SQ
.FT
.
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C3.2
C-3.1-3.10 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
SANTA MARIA ELEMENTARY SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
30' 60'
SCALE: 1" = 30'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
WEST SIDE PARKING AREASCALE 1" - 30'
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
SOUTH SIDE PARKING AREASCALE 1" - 30'
EAST SIDE PARKING AREASCALE 1" - 30'
7 PARKINGSPACES
SA
NT
A M
AR
IA A
VE
NU
E
SA
NT
A M
AR
IA A
VE
NU
E
BOSTON STREET
JUA
RE
Z A
VE
NU
E
PAVEMENT MARKINGSEE DETAILS
PROPOSED 24" x 6'PAVEMENT MARKING
FIR
E L
AN
ES
TR
IPIN
GS
EE
DE
TA
IL
12 PARKING SPACES
15 PARKING SPACES
PAVEMENTMARKINGSLOCATIONSAS SHOWN
14 P
AR
KIN
G S
PA
CE
S
5 P
AR
KIN
G S
PA
CE
S5
PA
RK
ING
SP
AC
ES
11 P
AR
KIN
G S
PA
CE
S
FIRE LANE STRIPINGSEE DETAILPAVEMENT MARKING
LOCATIONSAS SHOWN
4 P
AR
KIN
G S
PA
CE
S
FIR
E L
AN
E S
TR
IPIN
GS
EE
DE
TA
IL
PAVEMENTMARKINGSLOCATIONSAS SHOWN
EXISTINGBUILDING
EXISTINGBUILDING
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
SID
EW
ALK
EX
IST
ING
SID
EW
ALK
EX
IST
ING
CO
NC
RE
TE
EXISTINGCONCRETE
EXISTING SIDEWALK
EXISTING CONCRETE
EXISTINGSIGN
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
CONCRETE
EXISTING PROPOSED
PAVEMENT IMPROVEMENTS
MANHOLES
SIGN
BUILDING
CONCRETE CURB & GUTTER
MONOLITHIC CURB/GUTTER
SIGN
WHEEL STOP
6 P
AR
KIN
G S
PA
CE
S
PROPOSED 24"x6'PAVEMENT
MARKING
PROPOSED 24" x 6'PAVEMENT MARKING
PAVEMENT MARKINGSEE DETAILS
PROPOSED 24" x 6'PAVEMENTMARKING
PROPOSED24" x 6'PAVEMENTMARKING
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 2'STOP BAR
LOCATIONSAS SHOWN
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
ADJUSTEXISTINGSIGN
A
JORGE A. MARTINEZ
G
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P
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101173
C
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D
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OF
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E
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A
JUNE 9, 2017
DATE: 6.9.2017
DATE: 6.9.2017
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 21
,150
SQ
.FT
.
9.0
'
9.0
'
9.0
'
18.0'
18.0'
8.0'
9.0'
9.0'
9.0'
20.0'
18.0'
8.0
'5
.0
'
10.0'
9.0
'9
.0
'
PROPOSED SEAL COATAREA= 32,550 SQ.FT.
9.0
'
9
.
0
'
18.5'
20.0'
BUS PARKING BUS PARKING
8.0'
11
.6
'
9.0'
20.0'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C3.3
C-3.1-3.10 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
SANCHEZ OCHOA ELEMENTARY SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
30' 60'
SCALE: 1" = 30'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
NORTH SIDE PARKING AREASCALE 1" - 30'
EAST SIDE PARKING AREASCALE 1" - 30'
ASH STREET
RE-STRIPEPAVEMENTMARKINGS
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PAVEMENTMARKINGS
LOCATIONSAS SHOWN
EXISTINGBUILDING
EX
IST
ING
CO
NC
RE
TE
EXISTING CONCRETE
7 PARKING SPACES
6 P
AR
KIN
G S
PA
CE
S4
PA
RK
ING
SP
AC
ES
11 P
AR
KIN
G S
PA
CE
S
4 P
AR
KIN
GS
PA
CE
S
13 P
AR
KIN
G S
PA
CE
S2
PA
RK
ING
SP
AC
ES
10 P
AR
KIN
G S
PA
CE
S
PROPOSED 24" X 6'PAVEMENTSTRIPINGSEE DETAIL
PROPOSED24" X 6'PAVEMENTSTRIPING
FIRE LANE STRIPINGSEE DETAIL
36 PARKING SPACES
19 PARKING SPACES
PROPOSED 24" x 6'PAVEMENTMARKINGSEE DETAIL
PROPOSED 24" X 8'PAVEMENTMARKINGSEE DETAIL
FIRE LANESTRIPING
SEE DETAIL
PROPOSEDWHEELSTOPS (4)
PROPOSEDWHEELSTOPS (2)
PROPOSED 4" SOLIDCENTERLINE
STRIPING
RE-STRIPEPAVEMENTMARKINGS
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
CONCRETE
EXISTING PROPOSED
PAVEMENT IMPROVEMENTS
MANHOLES
SIGN
BUILDING
CONCRETE CURB & GUTTER
MONOLITHIC CURB/GUTTER
SIGN
WHEEL STOP
PROPOSED2' STOP BARLOCATIONSAS SHOWN
PROPOSEDWHEELSTOPS (1)
RESTRIPEPAVEMENT MARKINGS
AS REQUIRED
A
JORGE A. MARTINEZ
G
X
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S
P
R
O
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E
N
101173
C
L
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I
O
N
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A
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OF
T
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A
JUNE 9, 2017
EXISTINGCONCRETEPAVEMENT
EXISTINGCONCRETEPAVEMENT
EXISTINGCONCRETEPAVEMENT
DATE: 6.9.2017
DATE: 6.9.2017
POTHOLEREPAIR
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C3.4
C-3.1-3.10 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
DOVALINA ELEMENTARY SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
20' 40'
SCALE: 1" = 20'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
WEST SIDE PARKING AREASACALE 1" - 30'
NORTH SIDE PARKING AREASACALE 1" - 20'
18 PARKING SPACES
FIRE LANE STRIPINGSEE DETAIL
PROPOSED24" X 8'PAVEMENTMARKINGS
FIRE LANESTRIPINGSEE DETAIL
FIRE LANESTRIPING
SEE DETAIL
FIRE LANESTRIPINGSEE DETAIL
FIRE LANESTRIPINGSEE DETAIL
FIR
E L
AN
E S
TR
IPIN
GS
EE
DE
TA
IL
PROPOSEDPAVEMENTMARKINGS
PROPOSEDPAVEMENTMARKINGS
PROPOSEDPAVEMENTSTRIPING
PROPOSEDPAVEMENTSTRIPING
7 PARKING SPACES
7 PARKING SPACES
7 PARKING SPACES
7 PARKING SPACES
10 P
AR
KIN
G S
PA
CE
S
11 P
AR
KIN
G S
PA
CE
S
9 P
AR
KIN
G S
PA
CE
S
9 P
AR
KIN
G S
PA
CE
S4
PA
RK
ING
SP
AC
ES
2 P
AR
KIN
GS
PA
CE
S
AN
NA
AV
ENU
E
EX
IST
ING
CO
NC
RE
TE
PROPOSED24" X 6'PAVEMENTMARKINGSEE DETAIL
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EXISTING CONCRETE
EXISTINGBUILDING
PAVEMENTMARKINGLOCATIONSAS SHOWN
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PROPOSEDPAVEMENTMARKINGSLOCATIONSAS SHOWN
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PART OF NORTHSIDE PARKING LOT
PROPOSEDPAVEMENTMARKINGSLOCATIONSAS SHOWN
RESTRIPEPAVEMENTMARKINGAS REQUIRED
EXISTINGBUILDING
RESTRIPEPAVEMENT
MARKINGAS REQUIRED
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
CONCRETE
EXISTING PROPOSED
PAVEMENT IMPROVEMENTS
MANHOLES
SIGN
BUILDING
CONCRETE CURB & GUTTER
MONOLITHIC CURB/GUTTER
SIGN
WHEEL STOP
PROPOSEDPAVEMENTSTRIPING
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
NS
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
DATE: 6.9.2017
DATE: 6.9.2017
PROPOSED SEAL COATAREA= 33,988 SQ.FT.
9.0'
40
.0
'
20
.0
'
9.0'9.0'9.0'9.0' 9.0'
9.0'
24
.0
'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.9.2017 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 6.9.2017 C3.5
C-3.1-3.10 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
KAWAS ELEMENTARY SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
20' 40'
SCALE: 1" = 20'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
SOUTH SIDE PARKING AREASCALE 1" - 20'
PAVEMENTSTRIPING
LOCATIONSAS SHOWN
JAR
VIS
AV
EN
UE
SAN LUIS AVENUE
EXISTING SIDEWALK
22 PARKING SPACES
19 PARKING SPACES
19 PARKING SPACES
25 PARKING SPACES
2 PARKINGSPACES
EXISTINGRAMP
FIRE LANESTRIPING
SEE DETAIL
FIRE LANESTRIPING
SEE DETAIL
PROPOSED24" X 6'
PAVEMENTMARKING
SEE DETAIL
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PAVEMENTMARKINGS
LOCATIONSAS SHOWN
EX
IST
ING
CO
NC
RE
TE
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
CONCRETE
EXISTING PROPOSED
PAVEMENT IMPROVEMENTS
MANHOLES
SIGN
BUILDING
CONCRETE CURB & GUTTER
MONOLITHIC CURB/GUTTER
SIGN
WHEEL STOP
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
N
S
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
PROPOSED SEAL COATAREA= 45,850 SQ.FT.
9.0
'
20.0'
9.0
'
40.0' 24.0'
40.0' 24.0'
24.0'
9.0'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.9.2017 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 6.9.2017 C3.6
C-3.1-3.10 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
ZACHRY ELEMENTARY SCHOOL
PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
20' 40'
SCALE: 1" = 20'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
SOUTH SIDE PARKING AREASCALE 1" - 20'
10 P
AR
KIN
G S
PA
CE
S
OR
TIZ
ST
RE
ET
FIRE LANE STRIPINGSEE DETAIL
12 P
AR
KIN
G S
PA
CE
S
19 P
AR
KIN
G S
PA
CE
S
19 P
AR
KIN
G S
PA
CE
S
10 P
AR
KIN
G S
PA
CE
S
9 PARKING SPACES
9 PARKING SPACES
RE-STRIPEPAVEMENT
STRIPING
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PROPOSED 24" X 6'PAVEMENTMARKINGSEE DETAIL
PAVEMENT MARKINGSLOCATIONS AS SHOWN
EXISTINGCONCRETE
PROJECT LIMITS
19 P
AR
KIN
G S
PA
CE
S
EXISTINGCONCRETE
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
CONCRETE
EXISTING PROPOSED
PAVEMENT IMPROVEMENTS
MANHOLES
SIGN
BUILDING
CONCRETE CURB & GUTTER
MONOLITHIC CURB/GUTTER
SIGN
WHEEL STOP
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 24" X 6'PAVEMENTMARKINGSEE DETAIL
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 24" X 8'PAVEMENTMARKINGS
SEE DETAIL
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
NS
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 42
,533
SQ
. FT
.
20.0'
9.0
'
9.0
'
36.0'
36.0'
9.0
'
18.0'
9.0
'
24.0'
8.0
'9
.0
'
5.0
'
9.0
'
5.0
'
9.0
'
PARKING LOTTOTAL AREA= 6,412 SQ.FT.
D
Y
H
19
.5
'
9.0'
9.0'
19
.5
'
23
.6
'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.9.2017 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 6.9.2017 C3.7
C-3.1-3.10 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
LIGARDE ELEMENTARY SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
20' 40'
SCALE: 1" = 20'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
WEST SIDE PARKING AREASCALE 1" - 30'
SOUTH SIDE PARKING AREASCALE 1" - 20'
10 PARKING SPACES
FIR
E L
AN
E S
TR
IPIN
GS
EE
DE
TA
IL
RESTRIPEPAVEMENTMARKINGSAS REQUIRED
PALO BLANCO STREET
THURMAN STREET
CA
NA
DA
AV
EN
UE
CA
NA
DA
AV
EN
UE
CA
NA
DA
AV
EN
UE
8 PARKING SPACES
PAVEMENTSTRIPING
30 P
AR
KIN
G S
PA
CE
S
24 P
AR
KIN
G S
PA
CE
S
24 P
AR
KIN
G S
PA
CE
S
14 P
AR
KIN
G S
PA
CE
S
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PROPOSED 24" X 6'PAVEMENT MARKING
SEE DETAIL
PAVEMENT MARKINGSLOCATIONS AS SHOWN
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
PAVEMENT MARKINGSLOCATIONS AS SHOWN
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
CONCRETE
EXISTING PROPOSED
PAVEMENT IMPROVEMENTS
MANHOLES
SIGN
BUILDING
CONCRETE CURB & GUTTER
MONOLITHIC CURB/GUTTER
SIGN
WHEEL STOP
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 24" X 6'PAVEMENT MARKINGSEE DETAIL
PROPOSED2' STOP BARLOCATIONSAS SHOWN
PROPOSED 24" X 6'PAVEMENT MARKING
SEE DETAIL
PROPOSED2' STOP BARLOCATIONSAS SHOWN
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
NS
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
PROPOSED 24" X 6'PAVEMENT MARKING
SEE DETAIL
PROPOSED SEAL COATAREA= 19,590 SQ.FT.
12.0'
19.0'
9
.
0
'
12.0'
12
.0
'
PROPOSED SEAL COATAREA= 45,763 SQ.FT.
40.0'24.0'
9.0'
40.0'
20.0'
40.0'
24.0'
40.0'
9.0'
9.0
'
9.0'
9.0'
24
.9
'
20.0'
9.2
'9
.0
'9
.0
'
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 17
,727
SQ
.FT
.
S
S
9
.
0
'
31.1'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.9.2017 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 6.9.2017 C3.8
C-3.1-3.10 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
MILTON ELEMENTARY SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
20' 40'
SCALE: 1" = 20'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
WEST SIDE PARKING AREASCALE 1" - 30'
14 PARKING SPACES
MONTGOMERY STREET
RE-STRIPEPAVEMENTMARKING ASREQUIRED
NORTH SIDE PARKING AREASCALE 1" - 20'
5 P
AR
KIN
G S
PA
CE
S8
PA
RK
ING
SP
AC
ES
3 P
AR
KIN
GS
PA
CE
S
10 P
AR
KIN
G S
PA
CE
S
10 P
AR
KIN
G S
PA
CE
S
10 P
AR
KIN
G S
PA
CE
S
10 P
AR
KIN
G S
PA
CE
S
13 P
AR
KIN
G S
PA
CE
S
6 P
AR
KIN
G S
PA
CE
S
6 P
AR
KIN
G S
PA
CE
S
6 P
AR
KIN
G S
PA
CE
S
6 P
AR
KIN
G S
PA
CE
S
7 P
AR
KIN
G S
PA
CE
S
PROPOSED18" X 8'
PAVEMENTMARKINGS
PROPOSEDPAVEMENT
STRIPING
TE
XA
S A
VE
NU
E
13 PARKING SPACES
PROPOSEDPAVEMENTMARKINGS
PROPOSED 4"SOLID CENTERLINESTRIPING
PAVEMENT MARKINGSLOCATIONS AS SHOWN
EXISTING SIDEWALK
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EXIS
TIN
G C
ON
CR
ETE
EXIS
TIN
G C
ON
CR
ETE
PROPOSED 4" SOLIDCENTER LINESTRIPING
PROPOSEDPAVEMENTMARKINGS
LOCATIONSSEE DETAIL
PAVEMENT MARKINGSLOCATIONS SEE DETAIL
PAVEMENT MARKINGSLOCATIONS AS SHOWN
SOUTH SIDE PARKING AREASCALE 1" - 20'
MA
RT
IN A
VE
NU
E
MONTGOMERY STREET
ELM STREET
PAVEMENT MARKINGLOCATION SEE DETAIL PAVEMENT MARKINGS
LOCATIONS AS SHOWN
FIRE LANE STRIPINGSEE DETAIL
FIRE LANE STRIPINGSEE DETAIL
FIRE LANE STRIPINGSEE DETAIL
FIRE LANESTRIPING
SEE DETAIL
FIRE LANESTRIPING
SEE DETAIL
FIRE LANE STRIPINGSEE DETAIL
PROPOSED 4" SOLIDCENTER LINE
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
CONCRETE
EXISTING PROPOSED
PAVEMENT IMPROVEMENTS
MANHOLES
SIGN
BUILDING
CONCRETE CURB & GUTTER
MONOLITHIC CURB/GUTTER
SIGN
WHEEL STOP
7 P
AR
KIN
G S
PA
CE
S
PROPOSED 24" X 6'PAVEMENT MARKINGSEE DETAIL
PROPOSED2' STOP BARLOCATIONSAS SHOWN
PROPOSED 24" X 6'PAVEMENT MARKINGSEE DETAIL
PROPOSED 24" X 8'PAVEMENT MARKINGSEE DETAIL
PROPOSED24" X 6'
PAVEMENTMARKING
SEE DETAIL
PROPOSED2' STOP BAR LOCATIONS
AS SHOWN
PROPOSED24" X 6'
PAVEMENTMARKINGS
SEE DETAIL
PROPOSED 24" X 6'PAVEMENT MARKING
SEE DETAIL
PROPOSED 24" X 6'PAVEMENT MARKINGSEE DETAIL
PROPOSED2' STOP BARLOCATIONSAS SHOWN
PROPOSED2' STOP BARLOCATIONSAS SHOWN
A
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JUNE 9, 2017
POTHOLEREPAIR
POTHOLEREPAIR
POTHOLEREPAIR
SAW-CUT REMOVE &RECONSTRUCTEXISTING ASPHALTPAVEMENT ~465 SY
PROPO
SED SEAL COAT
AREA= 6,382 SQ.FT.2
0
.
0
'
9
.
0
'
2
0
.
0
'
9
.
0
'
PROPOSED SEAL COATAREA= 27,336 SQ.FT.
9.0'
18
.0
'
19.0'
9.0'
19
.0
'
8.0'9.0'5.0'
24
.0
'
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 32
,482
SQ
.FT
.
9
.
0
'
18.0'18.0'
9
.
0
'
9
.
0
'
9
.
0
'
9
.
0
'
9
.
0
'
9
.
0
'
18.0' 18.0'
19.0'
4
5
°
11.0'
4
5
°
11.0'
32.8'
4
5
°
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.9.2017 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 6.9.2017 C3.9
C-3.1-3.10 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
ALMA PIERCE ELEMENTARY SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
30' 60'
SCALE: 1" = 30'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
WEST SIDE PARKING AREASCALE 1" - 20'
SOUTH SIDE PARKING AREASCALE 1" - 30'
EAST SIDE PARKING AREASCALE 1" - 20'
PROPOSEDFIRE LANESTRIPING
SEE DETAIL
LOG
AN
AV
EN
UE
12 PARKING SPACES
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PROPOSED 24" x 6'PAVEMENT STRIPING
SEE DETAIL
PAVEMENT MARKINGSLOCATIONS AS SHOWN
EX
IST
ING
CO
NC
RE
TE
RYAN STREET
EISTETTER STREET
PROPOSED 24" x 6'PAVEMENT STRIPING
SEE DETAIL
EXISTING CONCRETE
15 PARKING SPACES
13 PARKING SPACES
11 PARKING SPACES
PAVEMENTMARKINGSLOCATIONSAS SHOWN
EXISTING
CON
CRETE
7 PARKIN
G SPACES
8 PARKIN
G SPACES
EISTETTER STREET
PROPOSED 24" X 8'PAVEMENTMARKINGS
SEE DETAIL
FIRE LANESTRIPING
SEE DETAIL
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
CENTERLINEPAVEMENT
STRIPING
PROPOSED4" SOLID
CENTERLINESTRIPING
PROPOSEDPAVEMENTMARKINGS
PROPOSEDPAVEMENTSTRIPING
PAVEMENTSTRIPING
EXISTINGBUILDING
EXISTINGBUILDING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
CONCRETE
EXISTING PROPOSED
PAVEMENT IMPROVEMENTS
MANHOLES
SIGN
BUILDING
CONCRETE CURB & GUTTER
MONOLITHIC CURB/GUTTER
SIGN
WHEEL STOP
7 P
AR
KIN
G S
PA
CE
S
5 P
AR
KIN
G S
PA
CE
S
6 P
AR
KIN
G S
PA
CE
S
7 P
AR
KIN
G S
PA
CE
S
7 P
AR
KIN
G S
PA
CE
S
5 P
AR
KIN
G S
PA
CE
S
3 P
AR
KIN
GS
PA
CE
S
4 P
AR
KIN
GS
PA
CE
S
5 P
AR
KIN
G S
PA
CE
S
4 P
AR
KIN
G S
PA
CE
S
PROPOSED 24" X 6'PAVEMENTMARKINGSEE DETAIL
PROPOSED2' STOP BARLOCATIONSAS SHOWN
PROPOSED 24" X 6'PAVEMENT
MARKINGSEE DETAIL
PROPOSED 24" X 6'PAVEMENT
MARKINGSEE DETAIL
PROPOSED2' STOP BAR
PROPOSED2' STOP BARLOCATIONSAS SHOWN
PROPOSED 24" X 8'PAVEMENTMARKINGS
SEE DETAIL
REPLACE 'DO NOT ENTER'SIGN WITH 'EXIT ONLY' SIGN
PROPOSED4" SOLID
CENTERLINESTRIPING
A
JORGE A. MARTINEZ
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JUNE 9, 2017
PROPOSED SEAL COATAREA= 30,011 SQ.FT.
20.0'
25.0'
36.0'
25.0'
18.0'
18.0'25.0' 38.0'
25.0' 20.0'
9.0
'
9.0'
9.0'
9.0'
9.0'
9.0'
20.0'
9.5'8.0'
19.0'
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 14
,199
SQ
.FT
.
9
.
5
'
8
.
0
'
9
.
0
'
9
.
0
'
9
.
0
'
1
1
.
7
'
1
0
.
0
'
20.0'
22.4'
6.5' 9.0'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.9.2017 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 6.9.2017 C3.10
C-3.1-3.10 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
BRUNI ELEMENTARY SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
20' 40'
SCALE: 1" = 20'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
NORTH SIDE PARKING AREASCALE 1" - 20'
EAST SIDE PARKING AREASCALE 1" - 20'
FIRE LANESTRIPING
SEE DETAIL
12 P
AR
KIN
G S
PA
CE
S
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PROPOSED 24" X 6'PAVEMENT MARKING
SEE DETAIL
EXISTING CONCRETE
CALLAHAN STREET
PAVEMENT MARKINGLOCATION AS SHOWN
PROPOSED 24" X 6'PAVEMENTSTRIPINGSEE DETAIL
PROPOSED 24" x 6'PAVEMENTMARKINGSEE DETAIL
4 P
AR
KIN
G S
PA
CE
S8
PA
RK
ING
SP
AC
ES
8 P
AR
KIN
G S
PA
CE
S
8 P
AR
KIN
G S
PA
CE
S
5 P
AR
KIN
G S
PA
CE
S
5 P
AR
KIN
G S
PA
CE
S
8 P
AR
KIN
G S
PA
CE
S
8 P
AR
KIN
G S
PA
CE
S
EXISTINGBUILDING
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
BU
ILD
ING
CA
LLA
HA
N A
VE
NU
E
CA
LLA
HA
N A
VE
NU
E
PROPOSED 4"SOLID
CENTERLINESTRIPING
PROPOSED24" x 8'
PAVEMENTMARKING
SEE DETAIL
EXISTINGCAMPUSMARQUEESIGN
EXISTINGSTORMINLET
PROPOSEDPAVEMENTMARKINGS
LOCATIONSAS SHOWN
PROPOSEDPAVEMENT
STRIPINGLOCATIONSAS SHOWN
EXISTINGSPEED
HUMPSTO REMAIN
EXISTINGSPEED
HUMPS
EXISTINGPARKING
LIGHTING
EXISTINGPARKING
LIGHTING
EXISTINGSTORM INLET
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
CONCRETE
EXISTING PROPOSED
PAVEMENT IMPROVEMENTS
MANHOLES
SIGN
BUILDING
CONCRETE CURB & GUTTER
MONOLITHIC CURB/GUTTER
SIGN
WHEEL STOP
EXISTINGSTOP SIGN
EXISTINGSTOP SIGN
EXISTINGSTOP SIGN
20 P
AR
KIN
G S
PA
CE
S
EXISTINGSIGN
EXISTINGSIGNS
PROPOSED2' STOP BARLOCATIONSAS SHOWN
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
REPLACE 'DO NOT ENTER'SIGN WITH 'EXIT ONLY' SIGN
FIRE LANESTRIPING
SEE DETAIL
REPLACE 'DO NOT ENTER'SIGN WITH 'EXIT ONLY' SIGN
A
JORGE A. MARTINEZ
G
X
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P
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N
101173
C
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JUNE 9, 2017
PROPOSED SEAL COATAREA= 11,117 SQ.FT.
9.5'9.5'
18.0'
9.0'8.0'
9.0'9.0'
9.0'
9.0'
18.0'
18.0'
9.0'
9.0'
SD
SD
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 4,
747
SQ
.FT
.P
RO
PO
SE
D S
EA
L C
OA
TA
RE
A=
5,48
2 S
Q.F
T.
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 1,
879
SQ
.FT
.P
RO
PO
SE
D S
EA
L C
OA
TA
RE
A=
3,99
4 S
Q.F
T.
PROPOSED SEAL COATAREA= 1,677 SQ.FT.
9
.
0
'
9
.
0
'
9
.
0
'
20.4' 20.8'
4
5
°
4
5
°
PROPOSED SEAL COATAREA= 3,064 SQ.FT.
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 12
,250
SQ
.FT
.
18.0'
9.0'
9.0'
9.0'
8.0'
18.0'
9.0'
18.0'
9.0'
24.0'
24.0'
18.0'
9.0'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.9.2017 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 6.9.2017 C3.11
C-3.11-3.19 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
MACDONNELL ELEMENTARY SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
30' 60'
SCALE: 1" = 30'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
RE-STRIPEPAVEMENTSTRIPING
EXISTING CONCRETE
GARCIA STREET
PROPOSEDPAVEMENTMARKINGSSEE DETAIL
NORTH SIDE PARKING AREASCALE 1" - 20'
EAST SIDE PARKING AREASCALE 1" - 30'
SOUTH SIDE PARKING AREASCALE 1" - 20'
EXISTING BUILDING
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
MA
IN A
VE
NU
EM
AIN
AV
EN
UE
GARCIA STREET
EXISTING CONCRETE
EX
IST
ING
CO
NC
RE
TE
PAVEMENTSTRIPING
EXISTINGCONCRETE
EXISTINGCONCRETE
EXISTINGCONCRETE
DA
VIS
AV
EN
UE
DA
VIS
AV
EN
UE
GARCIA STREET
GARCIA STREET
EXISTING CONCRETE
EXISTING CONCRETE
EXISTING CONCRETE EXISTING CONCRETE
EXISTING CONCRETE
EXISTINGBUILDING
7 PARKING SPACES 8 PARKING SPACES
18 PARKING SPACES
PROPOSED 24"x6'PAVEMENT MARKING
SEE DETAIL
PROPOSED PAVEMENTMARKINGS LOCATIONS
AS SHOWN
EAST SIDE PARKING AREASCALE 1" - 30'
PAVEMENTMARKINGS
LOCATIONSAS SHOWN
PROPOSEDPAVEMENTMARKINGS
LOCATIONSAS SHOWN
EXISTING CONCRETE
EXISTING CONCRETEE
XIS
TIN
G C
ON
CR
ET
E
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
20 P
AR
KIN
G S
PA
CE
S
8 P
AR
KIN
G S
PA
CE
S
9 P
AR
KIN
G S
PA
CE
S
PROPOSED 24" x 6'PAVEMENT STRIPINGSEE DETAIL
PROPOSED 24" x 6'PAVEMENTSTRIPINGSEE DETAIL
PROPOSED 24"x 6'PAVEMENTMARKINGSEE DETAIL
8 P
AR
KIN
G S
PA
CE
S7
PA
RK
ING
SP
AC
ES
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
BU
ILD
ING
EXISTINGSIGNS
EXISTINGSIGNS
PROPOSED24" x 6'
PAVEMENTMARKINGS
SEE DETAIL
PROPOSED 24" x 6'PAVEMENT
MARKINGSEE DETAIL
EXISTINGWHEEL STOPS
PROPOSEDFIRE LANESTRIPING
PROPOSEDWHEEL STOPS (8)
PROPOSEDWHEEL STOPS (7)
CONCRETE CURB & GUTTER
EXISTING PROPOSED
SEAL COAT AREA
MANHOLES
SIGN
SIGN
TIRE STOP
STRIPING
EXISTINGSIGN
PROPOSEDFIRE LANESTRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
PAVEMENT 2'STOP BAR
LOCATIONSAS SHOWN
PROPOSED 2'STOP BARLOCATIONSAS SHOWN
RE-STRIPEPAVEMENT
STRIPING
PROPOSED24" x 6'PAVEMENTMARKINGSEE DETAIL
PAVEMENT 2' STOP BARLOCATIONS AS SHOWN
PAVEMENT 2' STOP BARLOCATIONS AS SHOWN
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
N
S
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 26
,501
SQ
.FT
.
9.0
'
10
.0
'
18.0'25.6'20.0'
10
.0
'9
.5
'
8.0
'
9.5
'
9.0'
8.0
'
20.0'
9.0
'1
0.0
'
18.0'
9.0
'
20.0'
9.4
'9.4'
18.0'
PROPOSEDSEAL COAT
AREA= 4,069 SQ.FT.
PROPOSED SEAL COATAREA= 1,800 SQ.FT.
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 3,
125
SQ
.FT
.
9.0'
10.0'
18.0'25.6'
20.0'
10.0'
9.5'
8.0'
9.0'
20.0'
9.0'
10
.0
'
18.0'
2
3
.
0
'
1
5
.
0
'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.9.2017 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 6.9.2017 C3.12
C-3.11-3.19 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
TARVER ELEMENTARY SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
30' 60'
SCALE: 1" = 30'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
SOUTH SIDE PARKING AREASCALE 1" - 20'
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
EAST SIDE PARKING AREASCALE 1" - 30'
LOG
AN
AV
EN
UE
EX
IST
ING
CO
NC
RE
TE
PAVEMENTMARKINGS
LOCATIONSAS SHOWN
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EXISTING CONCRETE
PROPOSED 24" X 6'PAVEMENT MARKINGSSEE DETAIL
PROPOSED 24"X6'PAVEMENTSTRIPINGSEE DETAIL
PAVEMENTMARKINGS
LOCATIONSAS SHOWN
PROPOSEDFIRE LANESTRIPING
EXISTINGSIGNS
7 P
AR
KIN
G S
PA
CE
S
10 P
AR
KIN
G S
PA
CE
S8
PA
RK
ING
SP
AC
ES
16 P
AR
KIN
G S
PA
CE
S
PAVEMENTS MARKINGLOCATIONS AS SHOWN
RE-STRIPEPAVEMENT
MARKINGLOCATIONAS SHOWN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PROPOSEDFIRE LANESTRIPING
PROPOSEDFIRE LANESTRIPING
EXISTINGSIGN
EXISTINGSIGN
RE-STRIPE 24"X8'PAVEMENT STRIPING
SEE DETAIL
TIL
DE
N A
VE
NU
E
TIL
DE
N A
VE
NU
E
EXISTINGCONCRETE EXISTING CONCRETE
EXISTINGSIGN
EXISTINGSIGN
EXISTINGCONCRETE
EXISTING CONCRETE
PROPOSEDPAVEMENTSTRIPING
PROPOSEDPAVEMENTMARKINGS
CONCRETE CURB & GUTTER
EXISTING PROPOSED
SEAL COAT AREA
MANHOLES
SIGN
SIGN
TIRE STOP
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
13 P
AR
KIN
G S
PA
CE
S
15 P
AR
KIN
G S
PA
CE
S
EXISTINGWHEEL STOPS
PROPOSED 2'STOP BARLOCATIONSAS SHOWN
PROPOSED 24" X 6'PAVEMENT MARKINGSSEE DETAIL
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 24" X 6'PAVEMENT MARKINGSSEE DETAIL
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
NS
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 8,
397
SQ
.FT
.
9
.
0
'
1
0
.
0
'
9
.
0
'
9
.
5
'
25.0' 18.0'
PROPOSED SEAL COATAREA= 14,140 SQ.FT.
PROPOSED SEAL COATAREA= 13,105 SQ.FT.
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 6,
353
SQ
.FT
.
9.0
'
18.0'
18.0'25.4'
18.0'
8.9
'
9.0
'
9
.
0
'
9
.
2
'
8
.
8
'
21.6' 19.0'
9
.
0
'
24.0'16.9'
18.0'24.0'
20.0'
9.0'
9.0'
9.0'
8.6'
10.0'
9
.
0
'
9
.
0
'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.9.2017 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 6.9.2017 C3.13
C-3.11-3.19 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
DAICHES ELEMENTARY SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
20' 40'
SCALE: 1" = 20'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
WEST SIDE PARKING AREASCALE 1" - 20'
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
EAST SIDE PARKING AREASCALE 1" - 20'
EX
IST
ING
CO
NC
RE
TE
PROPOSED 24" x 6'PAVEMENT STRIPINGSEE DETAIL
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PROPOSED 24" x 6'PAVEMENT STRIPINGSEE DETAIL
PAVEMENTMARKINGSLOCATIONSAS SHOWN
EXISTINGSIGN
EXISTINGSIGN
EXISTING CONCRETE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
PROPOSEDPAVEMENTSTRIPING
PROPOSEDPAVEMENT
STRIPING
PAVEMENTSTRIPING
PAVEMENTSTRIPING
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENT MARKINGLOCATION AS SHOWN
EXISTINGCONCRETE
PROPOSED 4" SOLIDCENTER LINE
STRIPING
PROPOSED4" SOLIDCENTER LINESTRIPING
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENTMARKINGSLOCATIONSAS SHOWN
EXISTINGSIGN
EXISTINGSIGN
RE-STRIPE24" X 8' PAVEMENT
STRIPING SEE DETAIL
EXISTINGSIGN
EXISTINGSIGN
EX
IST
ING
CO
NC
RE
TE
ME
AD
OW
AV
EN
UE
MERCER STREETMERCER STREET
GREEN STREET
GREEN STREET
5 P
AR
KIN
G S
PA
CE
S3
PA
RK
ING
SP
AC
ES
11 P
AR
KIN
G S
PA
CE
S
12 P
AR
KIN
G S
PA
CE
S8
PA
RK
ING
SP
AC
ES
11 P
AR
KIN
G S
PA
CE
S
9 P
AR
KIN
G S
PA
CE
S3
PA
RK
ING
SP
AC
ES
10 P
AR
KIN
G S
PA
CE
S
EXISTINGCONCRETE
EXISTINGCONCRETE
CONCRETE CURB & GUTTER
EXISTING PROPOSED
SEAL COAT AREA
MANHOLES
SIGN
SIGN
TIRE STOP
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
PROPOSED 2'STOP BARLOCATIONSAS SHOWN
PROPOSED 24" X 6'PAVEMENT STRIPINGSEE DETAIL
PROPOSED 24" x 6'PAVEMENT STRIPING
SEE DETAIL
PROPOSED 24"X6'PAVEMENTSTRIPINGSEE DETAIL
RE-STRIPE24" x 8' PAVEMENTSTRIPING SEE DETAIL
PROPOSED 24" X 6'PAVEMENT STRIPINGSEE DETAIL
PROPOSED 24" X 6'PAVEMENT STRIPINGSEE DETAIL
PROPOSED24" X 6'
PAVEMENTMARKINGS
SEE DETAIL
PROPOSED 2'STOP BARLOCATIONSAS SHOWN
PROPOSED 2'STOP BARLOCATIONSAS SHOWN
PROPOSED 2'STOP BAR
LOCATIONSAS SHOWN
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
NS
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 21
,582
SQ
.FT
.
9
.
5
'
9
.
0
'
9
.
0
'
9
.
0
'
17.7'20.0'
80.0'
12.0'
60
.0
'
12.0'
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 14
,385
SQ
.FT
.
9.0
'8
.0
'9
.5
'
18.0'18.0'
10
.0
'
10
.0
'
9.0
'8
.0
'
9.5
'
18.0'
18.0' 23.1'
9.0'
18.0'
PROPOSED SEAL COATAREA= 10,619 SQ.FT.
8.0' 9.0' 9.0'
18.0'
9.5'
20
.0
'
18.0'
9.0'
24.7'
PROPOSED SEAL COATAREA= 22,246 SQ.FT.
9.0'10.0'
9.0'
10.0'
9.0'
9.0'
20
.0
'
18
.0
'2
4.7
'2
0.0
'
18
.0
'
8.5'
9.0'
20.0'
9.0'
PROPOSED SEAL COATAREA= 5,123 SQ.FT.
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.9.2017 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 6.9.2017 C3.14
C-3.11-3.19 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
RYAN ELEMENTARY SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
30' 60'
SCALE: 1" = 30'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
WEST SIDE PARKING AREASCALE 1" - 30'
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
SOUTH SIDE PARKING AREASCALE 1" - 30'
NORTH SIDE PARKING AREASCALE 1" - 20'
SOUTHEAST SITE PARKING AREASCALE 1" - 20'
EAST SIDE PARKING AREASCALE 1" - 30'
PROPOSED24" X 8'PAVEMENTSTRIPING
PAVEMENTMARKINGSLOCATIONSAS SHOWN
EX
IST
ING
CO
NC
RE
TE
PROPOSED24" X 6'
PAVEMENTMARKINGS
SEE DETAIL
PROPOSED 24" X 6'PAVEMENT MARKING
SEE DETAIL
EXISTINGSIGN
MA
RT
IN A
VE
NU
E
CLARK BOULEVARD
MUSSER STREET
15 P
AR
KIN
G S
PA
CE
S
EXISTINGSIGNS
PROPOSED24" X 6'
PAVEMENTSTRIPING
SEE DETAIL
EX
IST
ING
CO
NC
RE
TE
TE
XA
S A
VE
NU
E
PAVEMENTMARKINGSLOCATIONSAS SHOWN
EXISTINGCONCRETE
EXISTING CONCRETE
EXISTING CONCRETE
PROPOSED 24" X 6'PAVEMENT STRIPINGSEE DETAIL
PAVEMENT MARKINGLOCATION AS SHOWN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PROPOSED 24" X 6'PAVEMENT MARKING
SEE DETAIL
EXISTING CONCRETE
EXISTING CONCRETE
20 PARKING SPACES
10 PARKING SPACES 9 PARKING SPACES
MUSSER STREET
TE
XA
S A
VE
NU
E
EXISTINGSIGNS
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PROPOSEDPAVEMENTMARKING
16 PARKING SPACES
10 PARKING SPACES
3 PARKINGSPACES
EXISTING CONCRETE
EXISTING CONCRETE
PROPOSED 24" X 6'PAVEMENT STRIPINGSEE DETAIL
PAVEMENTSTRIPING
PROPOSEDPAVEMENTMARKINGS
PAVEMENTSTRIPING
PAVEMENTSTRIPING
PROPOSED 24" X 6'PAVEMENT STRIPING
SEE DETAIL
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
EXISTING CONCRETE
EXISTING CONCRETE
EX
IST
ING
CO
NC
RE
TE
EXISTINGSIGN
23 P
AR
KIN
G S
PA
CE
S
12 P
AR
KIN
G S
PA
CE
S7
PA
RK
ING
SP
AC
ES
EXISTINGSIGN
EXISTINGSIGN
EXISTINGSIGN
PROPOSED24" X 6'PAVEMENTSTRIPINGSEE DETAIL
PROPOSED FIRELANE STRIPING
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PROPOSED FIRELANE STRIPING
CONCRETE CURB & GUTTER
EXISTING PROPOSED
SEAL COAT AREA
MANHOLES
SIGN
SIGN
TIRE STOP
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PLACING A BID. BID SHALL BE ALL
INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING ONSITE TO ENSURE SAFETY FOR THE
PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION PHASES OF THE PROJECT UNTIL
PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE
OR DAMAGE EXISTING ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS REQUIRED WHEN WITHIN PROPOSED
PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES THAT DIFFER FROM THIS DIMENSION
PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE ENGINEER. COLORS SHALL BE AS
DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS, SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER PRIOR TO CONSTRUCTION
ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND COORDINATE WITH THE CITY OF
LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL BARRIERS REQUIREMENTS AND AS
PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE
LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND FIELD SURVEYS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION, DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR
TO CONSTRUCTION AND SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE INSTRUCTIONS.
PROPOSED2' STOP BARLOCATIONSAS SHOWN
PROPOSED 2'STOP BAR
LOCATIONS AS SHOWN
PROPOSED 2'STOP BAR
LOCATIONSAS SHOWN
PROPOSED 24" X 6'PAVEMENT STRIPINGSEE DETAIL
PROPOSED 2'STOP BAR
LOCATIONS AS SHOWN
PROPOSED 2'STOP BAR
LOCATIONSAS SHOWN
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
NS
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
10.0'
9.0'
9.0'
9.0'
18.0'
10.0'
9.0'
10.0'
5.0'
9.0'
9.0'
10.0'
5.0'
9.0'
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 33
,447
SQ
.FT
.
18.0' 25.7'20.0' 20.0' 23.8'
20.0'
4.0'
9.0'
9.0'
4.0'
PROPOSED SEAL COATAREA= 26,660 SQ.FT.
5.0'
10.0'
9.0'
10.0'
20
.0
'
PROPOSED SEAL COATAREA= 8,838 SQ.FT.
18
.0
'
9.0'
10.0'
9.0'
10.0' 5.0'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.9.2017 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 6.9.2017 C3.15
C-3.11-3.19 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
DON JOSE GALLEGO ELEMENTARY SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
30' 60'
SCALE: 1" = 30'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
WEST SIDE PARKING AREASCALE 1" - 30'
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
EAST SIDE PARKING AREASCALE 1" - 20'
RE-STRIPE 24" X 8'PAVEMENT STRIPINGSEE DETAIL
PAVEMENT MARKINGSLOCATIONS AS SHOWN
EXISTING CONCRETE
PROPOSED PAVEMENTMARKINGS
LEX
ING
TO
N A
VE
NU
E
OKANE STREET
10 PARKING SPACES
5 P
AR
KIN
GS
PA
CE
S
EXISTINGSIGN
EXISTINGSIGN
PROPOSEDPAVEMENT MARKINGLOCATION AS SHOWN
PROPOSED 24" X 6'PAVEMENT MARKINGSEE DETAIL
EXISTINGSIGN
PROPOSED 24" X 6'PAVEMENT MARKINGSEE DETAIL
PAVEMENT MARKINGLOCATION AS SHOWN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
EXISTINGSIGN
EXISTINGSIGN
PROPOSEDPAVEMENTSTRIPING
EXISTINGSIGN
6 PARKING SPACES
13 PARKING SPACES2 PARKING
SPACES
EXISTING CONCRETE
EX
IST
ING
CO
NC
RE
TE
EXISTINGSIGN EXISTING
SIGN
EXISTINGSIGN
PROPOSED24" X 6'PAVEMENTMARKINGSEE DETAIL
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENTCENTER LINE
STRIPING
PROPOSED FIRE LANESTRIPING
PROPOSED 4" SOLIDCENTER LINE
STRIPING
LEX
ING
TO
N A
VE
NU
E
CLARK BOULEVARD
8 P
AR
KIN
G S
PA
CE
S
19 P
AR
KIN
G S
PA
CE
S
19 P
AR
KIN
G S
PA
CE
S
27 P
AR
KIN
G S
PA
CE
S
PROPOSED24" X 6'PAVEMENTSTRIPINGSEE DETAIL
PROPOSED24" X 6'PAVEMENTSTRIPINGSEE DETAIL
PROPOSEDPAVEMENTSTRIPING
PAVEMENTSTRIPING
PAVEMENTMARKINGSLOCATIONSAS SHOWN
EXISTINGSIGNS
EX
IST
ING
CO
NC
RE
TE
EXISTINGPLAY AREA
PROPOSEDFIRE LANESTRIPING
CONCRETE CURB & GUTTER
EXISTING PROPOSED
SEAL COAT AREA
MANHOLES
SIGN
SIGN
TIRE STOP
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PLACING A BID. BID SHALL BE ALL
INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING ONSITE TO ENSURE SAFETY FOR THE
PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION PHASES OF THE PROJECT UNTIL
PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK
DRAINAGE OR DAMAGE EXISTING ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS REQUIRED WHEN WITHIN PROPOSED
PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE REQUIRED FOR PROJECT AT ALL
TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES THAT DIFFER FROM THIS
DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE ENGINEER. COLORS SHALL BE AS
DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS, SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER PRIOR TO CONSTRUCTION
ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND COORDINATE WITH THE CITY OF
LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL BARRIERS REQUIREMENTS AND
AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND
THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND FIELD SURVEYS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION, DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES
PRIOR TO CONSTRUCTION AND SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
EXISTINGWHEEL STOPS
PROPOSEDFIRE LANESTRIPING
EXISTINGSIGN
EXISTINGSIGN
PROPOSED 2'STOP BAR LOCATIONS
AS SHOWN
PROPOSED 2'STOP BARLOCATIONSAS SHOWN
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
NS
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
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S
A
JUNE 9, 2017
PROPOSED SEAL COATAREA= 3,055 SQ.FT.
9.0'8.0' 9.0' 5.0' 9.0'
9.0'
18.0'
PROPOSED SEAL COATAREA= 24,169 SQ.FT.
9.0' 9.0' 9.0'
9.0' 9.0'
20.0'
24.0'
20.0'
20.0'
23.9'
20.0'
9.0'9.0'
PROPOSED SEAL COATAREA= 1,731 SQ.FT.
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.9.2017 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 6.9.2017 C3.16
C-3.11-3.19 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
HEIGHTS ELEMENTARY SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
20' 40'
SCALE: 1" = 20'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
NORTH SIDE PARKING AREASCALE 1" - 20'
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
EAST SIDE PARKING AREASCALE 1" - 20'
PROPOSED 24" X 6'PAVEMENTSTRIPINGSEE DETAIL
PAVEMENT MARKINGLOCATION AS SHOWN
EXISTING CONCRETE
PAVEMENTSTRIPING
ST
ON
E A
VE
NU
E
ROSARIO STREET
13 PARKING SPACES
6 PARKING SPACES
EXISTINGSIGN
ST
ON
E A
VE
NU
E
EXISTING CONCRETE
PROPOSED 24" X 6'PAVEMENTMARKINGSSEE DETAIL
PAVEMENT MARKINGSLOCATIONS AS SHOWN
13 PARKING SPACES
19 PARKING SPACES
19 PARKING SPACES
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PROPOSED 24" X 6'PAVEMENTMARKINGS
SEE DETAIL
EXISTINGSIGN
EXISTINGSIGN
EXISTINGCONCRETE
EXISTING CONCRETE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
NORTHEAST SIDE PARKING AREASCALE 1" - 20'
CONCRETE CURB & GUTTER
EXISTING PROPOSED
SEAL COAT AREA
MANHOLES
SIGN
SIGN
TIRE STOP
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
PROPOSED 2'STOP BARLOCATIONSAS SHOWN
PROPOSED 2'STOP BARLOCATIONSAS SHOWN
PROPOSED 2'STOP BAR
LOCATIONSAS SHOWN
PROPOSED 24" X 6'PAVEMENTMARKINGSSEE DETAIL
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
NS
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
PROPOSED SEAL COATAREA= 57,803 SQ.FT.
9.5'
9.5'
18.0'
19.8'
9.0'
9.0'
9.0'
9.0'
9.0'
9.0' 9.0' 9.0'
9.0'
9.0'9.0'
18.0'
24.0'
18.0'
9.0'
9.0'
5.0'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.9.2017 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 6.9.2017 C3.17
C-3.11-3.19 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
LEYENDECKER ELEMENTARY SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- -
0
30' 60'
SCALE: 1" = 30'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
PARKING AREASCALE 1" - 30'
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
END IMPROVEMENT
EXISTING CONCRETE
GARDEN STREET
EXISTINGSIGNS
40 PARKING SPACES
PROPOSED PAVEMENTSTRIPING SEE DETAIL
EX
IST
ING
CO
NC
RE
TE
PROPOSED 24"X6'PAVEMENT
STRIPING SEE DETAIL
PROPOSED 24"X6'PAVEMENT
STRIPING SEE DETAILE
XIS
TIN
G P
AR
KIN
G A
RE
A
37 PARKING SPACES
PROPOSED PAVEMENTMARKINGS LOCATIONS
AS SHOWNPROPOSED PAVEMENTMARKING LOCATIONAS SHOWN
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PROPOSED 24" X 8'PAVEMENT MARKINGS
SEE DETAIL
PROPOSED 24" X 8'PAVEMENT MARKINGSSEE DETAIL
PROPOSEDPAVEMENTSTRIPING
PAVEMENTMARKINGS
LOCATIONSAS SHOWN
8 P
AR
KIN
G S
PA
CE
S
PAVEMENTMARKINGS
LOCATIONSAS SHOWN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PROPOSED4" SOLID
CENTERLINESTRIPING
PROPOSED 4" SOLIDCENTERLINE STRIPING
EXISTINGCLEANOUTS
WATERVALVE
EXISTINGWATERVALVE
PROPOSEDFIRE LANESTRIPING
PROPOSED 4"CENTERLINESTRIPING
EXISTING SIDEWALK
PROPOSED FIRE LANESTRIPING
EXISTINGBUILDING
CONCRETE CURB & GUTTER
EXISTING PROPOSED
SEAL COAT AREA
MANHOLES
SIGN
SIGN
TIRE STOP
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
EXISTINGBUILDING
EXISTINGPARKING AREA
PROPOSED 2'STOP BAR
LOCATIONSAS SHOWN
PROPOSED 24" X 8'PAVEMENT MARKINGS
SEE DETAIL
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
NS
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
-
9.0
'9
.0
'9.0'
9.0
'
9.0
'
19.0'
9.0
'
9
.
0
'
1
8
.
0
'
9
.
0
'
9.0'
18
.0
'
9.0
'1
0.0
'8.0'
10
.0
'9
.0
'
20.0'
9.0'
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 23
,526
SQ
.FT
.
19.0'
24.3'20.0'
2
4
.
6
'
19.0' 26.8' 19.0'
19.0'24.0'
19.0'
19.0'
25.2'20.0'
PROPOSED SEAL COATAREA= 5,398 SQ.FT.
9
.
0
'
8
.
0
'
9
.
0
'
9
.
0
'
18
.0
'2
0.3
'
7.3'
PROPOSED SEAL COATAREA= 17,466 SQ.FT.
9
.
0
'
2
0
.
0
'
2
9
.
8
'
9.0'
18.0'
9.0' 10.0' 8.5' 10.0'
12
.5
'
19.5' 20.0'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.9.2017 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 6.9.2017 C3.18
C-3.11-3.19 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
DD HACHAR ELEMENTARY SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
20' 40'
SCALE: 1" = 20'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
NORTH SIDE PARKING AREASCALE 1" - 20'
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
SOUTH SIDE PARKING AREASCALE 1" - 20'
WEST SIDE PARKING AREASCALE 1" - 20'
CHIHUAHUA STREET
10 P
ARKING S
PACES
PROPOSED 24" X 6'PAVEMENT MARKING
SEE DETAIL
PROPOSEDPAVEMENTMARKINGS
PAVEMENT MARKINGLOCATION AS SHOWN
EX
IST
ING
CO
NC
RE
TE
EXISTINGSIGN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENT MARKINGLOCATION AS SHOWN
PAVEMENT MARKINGSLOCATION AS SHOWN
EXISTING CONCRETE
EXISTING CONCRETE
EXISTING CONCRETE
EXISTIN
G CONCRETE
10 PARKING SPACES
11 PARKING SPACES
12 PARKING SPACES
14 P
AR
KIN
G S
PA
CE
S 11 P
AR
KIN
G S
PA
CE
S
13 P
AR
KIN
G S
PA
CE
S
18 P
AR
KIN
G S
PA
CE
S
EXISTINGSIGN
EXISTINGSIGN
EXISTINGSIGN
EXISTINGSIGN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PROPOSED 24" X 8'PAVEMENT STRIPINGSEE DETAIL
PAVEMENTSTRIPING
CHIHUAHUA STREET
PROPOSED 24" X 6'PAVEMENT MARKING
SEE DETAIL
CHIHUAHUA STREET
PROPOSED 24" X 6'PAVEMENT MARKING
SEE DETAIL
PROPOSEDPAVEMENT MARKINGLOCATIONS AS SHOWN
PROPOSEDPAVEMENT MARKINGLOCATIONS AS SHOWN
EXISTINGSIGNS
PROPOSEDPAVEMENT
MARKING
PAVEMENTSTRIPING
EXISTING CONCRETE
EXISTING CONCRETE
GUADALUPE STREET
PROPOSEDPAVEMENTMARKINGS
LOCATIONSAS SHOWN
PROPOSEDPAVEMENTMARKINGS
LOCATIONSAS SHOWN
PROPOSEDPAVEMENTMARKINGSLOCATIONSAS SHOWN
PROPOSEDPAVEMENTMARKINGS
LOCATIONSAS SHOWN
PROPOSED PAVEMENTMARKINGSLOCATIONSAS SHOWN
PROPOSEDPAVEMENTMARKINGS
LOCATIONSAS SHOWN
PROPOSED 24" X 6'PAVEMENT MARKINGSSEE DETAIL
PROPOSED 24" X 6'PAVEMENT MARKINGSSEE DETAIL
EXISTINGSIGNS
EXISTINGSIGNS
EX
IST
ING
CO
NC
RE
TEPROPOSED FIRE LANE
STRIPING
PROPOSEDFIRE LANESTRIPING
CONCRETE CURB & GUTTER
EXISTING PROPOSED
SEAL COAT AREA
MANHOLES
SIGN
SIGN
TIRE STOP
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
N
S
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
PROPOSED 24" X 6'PAVEMENT MARKING
SEE DETAIL
PROPOSED SEAL COATAREA= 17,868 SQ.FT.
9.0'
9.0'
9.0'
9.0'
10.0'
9.0'
10.0'
9.0'
9.0'
9.0'
18
.0'
24.0'
18.0'
18.0'
24.0'
18
.0
'
18.0'24.6'
18.0'
24.4'
PROPOSED SEAL COATAREA= 14,812 SQ.FT.
18.0'
9.0
'
9.0'
9
.0
'
8
.0
'
9
.0
'
9.0
'
1
8
.0
'
18.0'
23.4'
2
3
.8
'
1
8
.0
'
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 16
,835
SQ
.FT
.
9.0'
8
.
0
'
9
.
0
'
9
.
0
'
9
.
0
'
9
.
0
'
9
.
0
'
9
.
0
'
25.6' 19.4'
25.2' 19.4'
18.0'
6
0
°
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.9.2017 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 6.9.2017 C3.19
C-3.11-3.19 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
J.C. MARTIN ELEMENTARY SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
SOUTH SIDE PARKING AREASCALE 1" - 30'
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
MO
NT
ER
RE
Y A
VE
.
9 PARKING SPACES
NORTH SIDE PARKING AREASCALE 1" - 20'
EAST SIDE PARKING AREASCALE 1" - 30'
6 PARKING SPACES
6 PARKING SPACES
6 P
AR
KIN
G S
PA
CE
S
10 P
AR
KIN
G S
PA
CE
S
MO
NT
ER
RE
YA
VE
NU
E
OKANE STREET
PROPOSED 4"SOLID CENTERLINESTRIPING
13 P
AR
KIN
G S
PA
CE
S
PROPOSED 24" x 6'PAVEMENT MARKING
SEE DETAIL
PROPOSEDPAVEMENTMARKINGS
PAVEMENT MARKINGSLOCATIONS AS SHOWN
EXISTING CONCRETE
PROPOSEDFIRE LANESTRIPING
10 PARKING SPACES
PROPOSEDPAVEMENTMARKINGS
PROPOSEDPAVEMENTMARKINGS
EXISTINGSIGNS
EXISTINGSIGNS
EXISTINGCONCRETE
5 PARKINGSPACES
14 PARKING SPACES
27 PARKING SPACESPROPOSEDPAVEMENTMARKINGSSEE DETAIL
EXISTINGCONCRETE
EXISTING CONCRETE
PROPOSEDPAVEMENTMARKINGSLOCATIONAS SHOWN
7 P
AR
KIN
GS
PA
CE
S
PROPOSED 24" x 6'PAVEMENT MARKING
SEE DETAIL
PROPOSED24" x 6'PAVEMENTMARKINGSEE DETAIL
PAVEMENTCENTER LINESTRIPING
EXISTINGSIGN
EXISTINGSIGNS
EXISTINGCONCRETE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PROPOSEDFIRE LANESTRIPING
PROPOSEDPAVEMENT
MARKING
CONCRETE CURB & GUTTER
EXISTING PROPOSED
SEAL COAT AREA
MANHOLES
SIGN
SIGN
TIRE STOP
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
PROPOSEDWHEEL STOPS (2)
PROPOSEDWHEEL STOPS (2)
PROPOSEDWHEEL STOPS (2)
PROPOSEDWHEEL STOPS (2)
PROPOSED 2'STOP BARLOCATIONSAS SHOWN
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 2'STOP BAR
LOCATIONSAS SHOWN
EXISTINGBUILDING
EX
IST
ING
BU
ILD
ING
EXISTINGBUILDING
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
NS
E
D
L
E
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A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
BUSSTOP
BUSSTOP
PROPOSED SEAL COATAREA= 32,630 SQ.FT.
PROPOSED SEAL COATAREA= 35,780 SQ.FT.
9.0'
9.0'
5.0'
9.0'
20.0'
9.0'
18.0'
5.0'9.0'
9.0'
9.0'
18.0'
10.0'9.0'9.0'9.0'
18.0'
23.8'
5.0'
18.0' 22.8'
4.0'
9.0' 9.0' 9.0'
18.0'
18.0'
9.0'
9.0'
9.0'9.0'9.0'9.0'
18.0'
9.0'
24.1'
5.0'9.0'
18.0'
9.0'
5.0'9.0'
18.0'
24.6'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C3.20
C-3.20 SANTO NINO E.S.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
SANTO NINO ELEMENTARY
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
30' 60'
SCALE: 1" = 30'
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
CONCRETE CURB & GUTTER
EXISTING PROPOSED
SEAL COAT AREA
MANHOLES
SIGN
SIGN
TIRE STOP
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
N
S
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
EXISTING CONCRETE
BOULANGER STREET
12 PARKING SPACES9 PARKING SPACES
9 PARKING SPACES9 PARKING SPACES
PROPOSED4" SOLID
CENTER LINESTRIPING
PROPOSED 4" SOLIDCENTER LINESTRIPING
PROPOSED 24"x 6'PAVEMENT MARKING
SEE DETAIL
PROPOSED 24"x 6'PAVEMENT MARKINGSEE DETAIL
NORTHWEST SIDE PARKING AREASCALE 1" - 30'
S. L
OU
ISIA
NA
AV
EN
UE
PROPOSED 4" SOLIDCENTER LINESTRIPING
FIRE LANESTRIPING
FIRE LANESTRIPING
FIRE LANESTRIPING
16 PARKING SPACES
9 PARKING SPACES
9 PARKING SPACES
PROPOSED 24"x6'PAVEMENT MARKING
SEE DETAIL
EXISTING CONCRETE
PAVEMENTSTRIPING
PAVEMENTSTRIPING(YELLOW)
PAVEMENTSTRIPING
PAVEMENTSTRIPING
EXISTINGSPEEDHUMPS
EXISTINGSPEED
HUMPS
EXISTINGSIGN
EXISTINGSIGN
EXISTINGSIGN
EXISTINGSIGN
EXISTINGSIGN
FIRE LANESTRIPING
FIRE LANESTRIPING
DATE: 6.9.2017
DATE: 6.9.2017
PROPOSED2' STOP BARLOCATIONAS SHOWN
PROPOSED4" SOLID
CENTER LINESTRIPING
9 PARKING SPACES
9 PARKING SPACES
15 PARKING SPACES
EXISTING CONCRETE
12 P
AR
KIN
G S
PA
CE
S
4 P
AR
KIN
G S
PA
CE
S
13 P
AR
KIN
G S
PA
CE
S
PROPOSED 24"x 6'PAVEMENT MARKING
SEE DETAIL
EXISTINGSPEED
HUMPS
PAVEMENTSTRIPING
PAVEMENTSTRIPING
EXISTINGCONTAINERS
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EXISTINGSIGN
PROPOSED2' STOP BARLOCATIONAS SHOWN
PROPOSED 2' STOP BARLOCATION AS SHOWN
RELOCATEEXISTING
SIGNS
PROPOSED 2' STOP BARLOCATION AS SHOWN
SPECIAL NOTE:
1. CONTRACTOR IS REQUIRED
PROVIDE PARKING NUMBERING AND
LABELS AS CURRENTLY MARKED BY
CAMPUS. COORDINATE W/
ENGINEER AND LISD PRIOR TO
PLACEMENT
PAVEMENTSTRIPING(YELLOW)
EXISTINGLIGHT POLE
EXISTINGLIGHT POLE
RELOCATEEXISTING
SIGN
REGRADEEXISTING
SWALE TO DRAIN~ 75'
PROPOSED2' STOP BARLOCATIONAS SHOWN
PROPOSED SEAL COATAREA= 10,870 SQ.FT.
18
.0
'
9.0'
18
.0
'
9.0'
9.9'8.0'9.0'
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 26
,450
SQ
.FT
.
9.0' 9.0'9.0'
24
.9
'2
0.0
'
8.8' 9.0'
18.0'
9.0
'
18.0'
9.0
'
10.1'
22
.0
'2
2.0
'
18.0'
9.0
'
18.0'
9.0
'
10.3'13.0'
PROPOSED SEAL COATAREA= 26,300 SQ.FT.
9.0'
20
.0
'2
0.0
'
24
.4
'
24
.0
'
9.0'9.3'
20
.0
'
10
.6
'9
.0
'
21.0'
10.3' 10.0' 10.0'
17
.8
'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C3.21
C-3.21-22-24-28 MIDDLE SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
MEMORIAL MIDDLE SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
30' 60'
SCALE: 1" = 30'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
EX
IST
ING
CO
NC
RE
TE
NORTH SIDE PARKING AREASCALE 1" - 30'
SOUTH SIDE PARKING AREASCALE 1" - 30'
EXISTINGBUILDING
MA
RC
ELL
A A
VE
NU
E
FREMONT AVENUE
LANE STREET
EXISTING CONCRETE
EXISTING CONCRETE
EXISTING CONCRETE
EXISTING BUILDING
17 PARKING SPACES
11 PARKING SPACES
WEST SIDE PARKING AREASCALE 1" - 30'
EXISTING CONCRETE
EX
IST
ING
CO
NC
RE
TE
29 P
AR
KIN
G S
PA
CE
S
5 PARKINGSPACES
CONCRETE CURB & GUTTER
EXISTING PROPOSED
SEAL COAT AREA
MANHOLES
SIGN
SIGN
TIRE STOP
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
N
S
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
4 PARKING SPACES
23 P
AR
KIN
G S
PA
CE
S
LANE STREET
14 PARKING SPACES
14 PARKING SPACES
7 PARKING SPACES
3 P
AR
KIN
GS
PA
CE
S
MA
RC
ELL
A A
VE
NU
E
SA
ND
ER
S A
VE
NU
E
12 PARKING SPACES
EXISTINGBUILDING
PROPOSED 24" x 6'PAVEMENT MARKINGSEE DETAIL
EXISTINGSIGN
EXISTINGLIGHT POLE
9 P
AR
KIN
G S
PA
CE
S
PROPOSED PAVEMENTMARKINGS LOCATIONS
AS SHOWN
EXISTINGSIGN
EXISTINGLIGHT POLE
EXISTINGEXIT SIGN
EXISTINGEXIT SIGN
PROPOSED 2' STOP BARLOCATIONS AS SHOWNPROPOSED PAVEMENT
MARKINGS LOCATIONSAS SHOWN
PROPOSEDFIRE LANESTRIPING
PROPOSEDFIRE LANESTRIPING
EXISTINGSIGN
PROPOSED PAVEMENTMARKINGS LOCATIONS
AS SHOWN
EXISTINGSIGN
EXISTINGLIGHT POLE
PROPOSED24" x 6'PAVEMENTMARKINGSEE DETAIL
PROPOSED 24" x 6'PAVEMENT MARKINGSEE DETAIL
EXISTING CONCRETE
PROPOSED2' STOP BARLOCATIONSAS SHOWN
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED PAVEMENTMARKINGS LOCATIONSAS SHOWN
EXISTINGSIGN
PROPOSED PAVEMENTMARKINGS LOCATIONS
AS SHOWN
PROPOSED PAVEMENTMARKINGS LOCATIONS
AS SHOWN
PROPOSED24" x 6'PAVEMENTMARKINGSEE DETAIL
EXISTINGSIGNEXISTING
SIGN
PROPOSED2' STOP BARLOCATIONSAS SHOWN
EXISTINGSIGN
PROPOSEDFIRE LANESTRIPING
PROPOSEDFIRE LANESTRIPING
EXISTINGLIGHT POLE
EXISTINGLIGHT POLE
EXISTINGBUILDING
CAUTIONEXISTING GATESENSORS
SPECIAL NOTE:
1. CONTRACTOR IS REQUIRED
PROVIDE PARKING NUMBERING AND
LABELS AS CURRENTLY MARKED BY
CAMPUS. COORDINATE W/
ENGINEER AND LISD PRIOR TO
PLACEMENT
DATE: 6.9.2017
DATE: 6.9.2017
EXISTINGLIGHT POLE
PROPOSED SEAL COATAREA= 40,710 SQ.FT.
PROPOSED SEAL COATAREA= 17,240 SQ.FT.
S
B
U
S
S
T
O
P
18.0'
23.6'
18.1'
169.6'
18.1'
24.1'
20.0'
PROPOSED SEAL COATAREA= 12,391 SQ.FT.
36.0'
31.5'
24.0'
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 16
,180
SQ
.FT
.
EX
IT
18.8'
9
.
0
'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C3.22
C-3.21-22-24-28 MIDDLE SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
CHRISTEN MIDDLE SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
30' 60'
SCALE: 1" = 30'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
WEST SIDE PARKING AREASCALE 1" - 30'
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
SA
NT
A M
AR
IA A
VE
NU
E
EXISTINGCONCRETE
EX
IST
ING
CO
NC
RE
TE
CONCRETE CURB & GUTTER
EXISTING PROPOSED
SEAL COAT AREA
MANHOLES
SIGN
SIGN
TIRE STOP
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
NS
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
EXISTINGBUILDING
EXISTING CONCRETE
SOUTHWEST SIDE PARKING AREASCALE 1" - 30'
SOUTH EAST SIDE PARKING AREASCALE 1" - 30'
EX
IST
ING
CO
NC
RE
TE EXISTING CONCRETE
EXISTING CONCRETE
EXISTING BUILDING
11 PARKING SPACES
27 P
AR
KIN
G S
PA
CE
S
PARK STREET
19 PARKING SPACES
28 PARKING SPACES
19 PARKING SPACES 3 PARKINGSPACES
PARK STREET
9 P
AR
KIN
G S
PA
CE
S
EXISTINGBUILDING
2 P
AR
KIN
GP
AC
ES
5 P
AR
KIN
G S
PA
CE
S
5 P
AR
KIN
G S
PA
CE
S
7 P
AR
KIN
G S
PA
CE
S
EXISTING CONCRETE
EXISTINGBUILDING
19 PARKING SPACES
7 PARKING SPACES
9 P
AR
KIN
G S
PA
CE
S
PAVEMENTSTRIPING
PROPOSED 4" SOLIDCENTER LINE
STRIPING
5 PARKINGSPACES
PAVEMENTSTRIPING
PAVEMENTMARKINGS
EXISTINGCONCRETE
PROPOSED 24"x 6'PAVEMENT MARKING
SEE DETAIL
PROPOSED PAVEMENTMARKINGS LOCATIONS
AS SHOWN
EXISTINGSTOP SIGN
PROPOSEDFIRE LANESTRIPING
ADJUSTSTOP SIGN TO
FACE DRIVE
EXISTINGSIGN
PROPOSED 24" x 6'PAVEMENT MARKING
SEE DETAIL
EXISTINGSIGN
EXISTINGLIGHT POLE
EXISTINGLIGHT POLE
PROPOSED PAVEMENTMARKINGS LOCATIONS
AS SHOWN
EXISTINGSIGNS
EXISTINGLIGHT POLE
EXISTINGSCHOOL SIGN
EXISTINGSIGNSON FENCINGADJUST ASREQURIED
REMOVEEXISTINGSIGNS
EXISTINGSIGNS
PAVEMENTSTRIPING
PROPOSEDFIRE LANESTRIPING
PROPOSED PAVEMENTMARKINGS LOCATIONSAS SHOWN
PROPOSED 24" x 6'PAVEMENT MARKING
SEE DETAIL
PROPOSED 24"x 6'PAVEMENT MARKING
SEE DETAIL
PROPOSED 24" x 6'PAVEMENT MARKING
SEE DETAIL
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED PAVEMENTMARKINGS LOCATIONSAS SHOWN
PROPOSED PAVEMENTMARKINGS LOCATIONSAS SHOWN
PROPOSED PAVEMENTMARKINGS LOCATIONSAS SHOWN
PROPOSED 24" x 6'PAVEMENT MARKINGSSEE DETAIL
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
EXISTINGTIRE STOPS
EXISTING CONCRETEVALLEY GUTTER
PROPOSED PAVEMENTMARKINGS LOCATIONS
AS SHOWN
EXISTING CONCRETEVALLEY GUTTER
PROPOSED PAVEMENTMARKINGS LOCATIONSAS SHOWN
SEE MARTINHIGH SCHOOL
EXISTINGCONCRETE
EXISTINGBUILDING
DATE: 6.9.2017
DATE: 6.9.2017
EXISTINGSTOP SIGN
EXISTINGSTOP SIGN
SPECIAL NOTE:
1. CONTRACTOR IS REQUIRED
PROVIDE PARKING NUMBERING AND
LABELS AS CURRENTLY MARKED BY
CAMPUS. COORDINATE W/
ENGINEER AND LISD PRIOR TO
PLACEMENT
PROPOSEDTIRE STOPS (2)
PROPOSEDTIRE STOPS (2)
PROPOSEDREPLACE (2)TIRE STOP
EXISTINGSIGN
EXISTING CONCRETEVALLEY GUTTER
EXISTING CONCRETEVALLEY GUTTER
EXISTING CONCRETEVALLEY GUTTER
EX
IST
ING
CO
NC
RE
TE
PROPOSED PAVEMENTMARKINGS LOCATIONSAS SHOWN
POTHOLEREPAIR
PROPOSED PAVEMENTMARKINGS LOCATIONS
AS SHOWN
BUSSTOP
BUSSTOP
BU
SS
TO
P
PROPOSED SEAL COATAREA= 59,550 SQ.FT.
9.0'
9.0'
18
.0
'
18
.0
'2
3.9
'
9.0'
18
.0
'
9.0'
18
.0
'
18
.0
'
9.0'
9.0'
9.0' 9.0' 9.0'
9.0
'
18.0' 24.2' 18.0'
9.0
'
9.0'
18
.0
'
9.0'
20
.0
'
24
.3
'
PROPOSED SEAL COATAREA= 20,060 SQ.FT.
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 2,
682
SQ
.FT
.
9.3'
9.5'
9.5'
18.0' 27.4' 19.0' 19.0'
12.3'
9.0'
9.0'
8.9'
9.0'
9.0'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C3.23
C-3.23-25-26-27 HIGH SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
CIGARROA MIDDLE SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
-
0
30' 60'
SCALE: 1" = 30'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
CONCRETE CURB & GUTTER
EXISTING PROPOSED
SEAL COAT AREA
MANHOLES
SIGN
SIGN
TIRE STOP
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
NS
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
SOUTH SIDE PARKING AREASCALE 1" - 30'
EXISTING CONCRETE
PALO BLANCO STREET
22 PARKING SPACES
16 PARKING SPACES
7 P
AR
KIN
G S
PA
CE
S
10 P
AR
KIN
G S
PA
CE
S
PAVEMENTSTRIPING
9 PARKING SPACES
11 PARKING SPACES
15 PARKING SPACES
16 PARKING SPACES
16 PARKING SPACES
PAVEMENTSTRIPING
PAVEMENTSTRIPING
EXISTINGBUILDING
EXISTINGBUILDING
EAST SIDE PARKING AREASCALE 1" - 30'
EXISTING CONCRETE
LOU
ISIA
NA
AV
EN
UE
EX
IST
ING
CO
NC
RE
TE
8 P
AR
KIN
G S
PA
CE
S
EX
IST
ING
CO
NC
RE
TE
EXISTING CONCRETE
EX
IST
ING
BU
ILD
ING
EXISTINGBUILDING
EXISTINGBUILDING
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
PROPOSED24" X 6'PAVEMENTSTRIPINGSEE DETAIL
PROPOSEDFIRE LANESTRIPING
PAVEMENTSTRIPING
PAVEMENTSTRIPING
EXISTINGSIGNS
EXISTINGSIGNS
PROPOSED 24" X 6'PAVEMENT STRIPINGSEE DETAIL
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PAVEMENTSTRIPING
EXISTINGSIGNS
PROPOSED 24" X 6'PAVEMENT STRIPING
SEE DETAIL
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PAVEMENTSTRIPING
PAVEMENTSTRIPING
AREA UNDERCONSTRUCTION
PROPOSEDFIRE LANESTRIPING
PROPOSEDFIRE LANESTRIPING
PAVEMENTSTRIPING
EXISTINGSIGNS
9 P
AR
KIN
G S
PA
CE
S
9 P
AR
KIN
G S
PA
CE
S
PROPOSEDFIRE LANESTRIPING
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED24" X 6'PAVEMENTSTRIPINGSEE DETAIL
PROPOSED24" X 6'PAVEMENTSTRIPINGSEE DETAIL
PROPOSEDFIRE LANESTRIPING
DATE: 6.9.2017
DATE: 6.9.2017
PAVEMENTSTRIPING
PROPOSEDCONCRETE PAVEMENT
AREA= 2,150 SQ.FT.
PROPOSED SEAL COATAREA= 50,115 SQ.FT.
20.0'
20.0'
24.2'
24.2'
18.0'
20.0'
20.0'
20.0'
20.0'
20.0'
9.0'
NO
PA
RK
ING
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 36
,690
SQ
.FT
.
20.0'
20.0'
18.0'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C3.24
C-3.21-22-24-28 MIDDLE SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
MARTIN HIGH SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
-
0
30' 60'
SCALE: 1" = 30'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
WEST SIDE PARKING/DRIVE AREASCALE 1" - 50'
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
SA
N B
ER
NA
RD
O A
VE
NU
E
EXISTING CONCRETE
CONCRETE CURB & GUTTER
EXISTING PROPOSED
SEAL COAT AREA
MANHOLES
SIGN
SIGN
TIRE STOP
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
NS
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
EXISTINGBUILDING
SOUTH SIDE PARKING AREASCALE 1" - 30'
11 P
AR
KIN
G S
PA
CE
S
13 PARKING SPACES
EX
IST
ING
CO
NC
RE
TE
SOUTH SIDE PARKING AREASCALE 1" - 30'
8 P
AR
KIN
G S
PA
CE
S7
PA
RK
ING
SP
AC
ES
8 P
AR
KIN
G S
PA
CE
S
4 P
AR
KIN
GS
PA
CE
S
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
PROPOSED 24" X 6'PAVEMENT STRIPINGSEE DETAIL
PAVEMENT MARKINGSLOCATIONS AS SHOWN
EXISTINGSIGNS
13 PARKING SPACES
EXISTINGSIGNS
PROPOSED 24" X 6'PAVEMENT STRIPINGSEE DETAIL
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
EXISTINGBUILDING
EXISTINGSIGNS
EXISTINGSIGNS
EXISTINGSIGN
EXISTINGBUILDING
EXISTINGBUILDING
EXISTINGCONCRETE
EXISTINGCONCRETEPARKING
EXISTINGSTADIUM
SEE CHRISTENMIDDLE SCHOOL
SEE CIVICCENTER PLAN
EXISTINGCONCRETE
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
9 PARKING SPACES
9 PARKING SPACES12 PARKING SPACES
13 PARKING SPACES
7 PARKING SPACES
3 PARKINGSPACES
3 PARKINGSPACES
2 PARKINGSPACES
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
5 P
AR
KIN
GS
PA
CE
S
3 P
AR
KIN
GS
PA
CE
S
3 PARKINGSPACES
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PROPOSED 2'STOP BAR
LOCATIONSAS SHOWN
PROPOSED 24" X 6'PAVEMENT STRIPINGSEE DETAIL
DATE: 6.9.2017
DATE: 6.9.2017
PROPOSED 24" X 6'PAVEMENT STRIPING
SEE DETAIL8 PARKING SPACES
RESTRIPE ASREQUIRED
PROPOSED 4" SOLIDCENTER LINE
STRIPING
PAVEMENTMARKINGSLOCATIONSAS SHOWN
EXISTING CONCRETE
EXISTINGCONCRETE
EXISTIN
G CONCRETE
EXISTING
CONCRETE
EXISTING CONCRETE
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
EXISTINGSIGN
PROPOSEDFIRE LANESTRIPING
PROPOSEDFIRE LANESTRIPING
PROPOSEDFIRE LANESTRIPING
PROPOSEDFIRE LANESTRIPING
PROPOSEDFIRE LANESTRIPING
PROPOSEDFIRE LANESTRIPING
EAST SIDE PARKING AREASCALE 1" - 30'
EXISTINGCONCRETE
PARKING LOT
EXISTING CONCRETE
EXISTING CONCRETE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
CONCRETE PAVEMENT
1/2" Ø SMOOTH DOWEL@ 12" O.C. - 18" LENGTH
SAW-CUT, REMOVE EXISTINGASPHALT AND RECONSTRUCT WITH
REINFORCING CONCRETE PAVEMENTSEE DETAILS "F" AND "G", PAGE C4.1
---
REMOVE & REPLACESTOP SIGNSLOCATIONSAS SHOWN
REMOVE & REPLACESTOP SIGNSLOCATIONSAS SHOWN
SAW-CUT, REMOVE &REMOVE & RECONSTRUCTEXISTING GRATEINLET TOP & COVER
PARK STREET
MARTIN HIGH SCHOOLBUILDING
PARK STREET
PROPOSED SEAL COATAREA= 123,952 SQ.FT.
9.7'
20
.0
'
20
.0
'
9.0'
9.0'
20
.0
'2
0.0
'2
6.9
'
18
.0
'2
7.0
'
20.0'
20
.0
'2
3.7
'
9.0'
9.0'
9.0'
20
.0
'
20
.3
'
24
.0
'
9.0' 9.0'
8.5'9.0'9.0'9.0'
20
.0
'
20
.0
'2
4.0
'
9.0' 9.0' 9.0' 8.4' 9.6'
9.0'
9.0'
9.0'
19
.0
'
19.0'
25.7'
9.0' 9.0' 9.0' 9.0' 9.0' 9.0'
20.6'
27.5'
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 2,
793
SQ
.FT
.
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 2,
281
SQ
.FT
.
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 9,
072
SQ
.FT
.
PROPOSED SEAL COATAREA= 7,365 SQ.FT.
7.6'
9.0'
10.0'
10.0'
20.0'
9.9'
10.0'
10.0'
8.0' 9.0' 9.0'
18.0'
9.0'9.0'8.0'9.0'9.0'
20.0'
26.4'
12.3'
9.0'
9.0'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C3.25
C-3.22.24-26 HIGH SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
CIGARROA HIGH SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
30' 60'
SCALE: 1" = 30'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
CONCRETE CURB & GUTTER
EXISTING PROPOSED
SEAL COAT AREA
MANHOLES
SIGN
SIGN
TIRE STOP
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
NS
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
SOUTH SIDE PARKING AREASCALE 1" - 30'
EXISTING CONCRETE
PALO BLANCO STREET
27 PARKING SPACES
4 PARKINGSPACES
10 PARKING SPACES
6 P
AR
KIN
G S
PA
CE
S
30 PARKING SPACES
34 PARKING SPACES
8 PARKING SPACES
32 PARKING SPACES
30 PARKING SPACES
EXISTINGSIGNS
NORTHEAST SIDE PARKING AREASCALE 1" - 30'
LOU
ISIA
NA
AV
EN
UE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EXISTING BUILDING
EXISTING BUILDING
EXIS
TIN
G C
ON
CRET
E
PROPOSED24" X 6'PAVEMENTSTRIPINGSEE DETAIL
PROPOSEDFIRE LANESTRIPING
PAVEMENTSTRIPING
PROPOSED 24" X 6'PAVEMENT STRIPINGSEE DETAIL
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENTMARKING
PROPOSED 24" X 6'PAVEMENT STRIPING
SEE DETAIL
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSEDFIRE LANESTRIPING
PROPOSEDFIRE LANESTRIPING
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED24" X 6'PAVEMENTSTRIPINGSEE DETAIL
PROPOSED 24" X 6'PAVEMENT STRIPING
SEE DETAIL
PROPOSEDFIRE LANESTRIPING
EXISTINGSPEED HUMP
32 PARKING SPACES
29 PARKING SPACES
30 PARKING SPACES8 PARKING SPACES
8 PARKING SPACES
8 PARKING SPACES
PAVEMENT MARKINGSLOCATIONS AS SHOWN
EXISTINGSIGNS
EXISTINGSIGNS
PROPOSED 24" X 6'PAVEMENT STRIPING
SEE DETAIL
PROPOSED 24" X 6'PAVEMENT STRIPING
SEE DETAIL
PROPOSED 24" X 6'PAVEMENT STRIPING
SEE DETAIL
PROPOSED24" X 6'PAVEMENTSTRIPINGSEE DETAIL
PROPOSED 24" X 6'PAVEMENT STRIPING
SEE DETAIL
PROPOSED 24" X 6'PAVEMENT STRIPING
SEE DETAIL
EXISTINGSPEED HUMP
PROPOSEDFIRE LANESTRIPING
PROPOSEDFIRE LANESTRIPING
PROPOSED 24" X 6'PAVEMENT STRIPINGSEE DETAIL
EXISTINGSIGN
EXISTINGSPEED HUMP
PAVEMENTSTRIPING
PAVEMENTSTRIPING
PAVEMENTSTRIPING
EXISTINGSPEED HUMP
PROPOSED24" X 6'PAVEMENTSTRIPINGSEE DETAIL
DATE: 6.9.2017
DATE: 6.9.2017
EXISTING BUILDING
SPECIAL NOTE:
1. CONTRACTOR IS REQUIRED
PROVIDE PARKING NUMBERING AND
LABELS AS CURRENTLY MARKED BY
CAMPUS. COORDINATE W/
ENGINEER AND LISD PRIOR TO
PLACEMENT
EXISTING CONCRETE
EXISTINGLIGHT POLE
EXISTINGLIGHT POLE
EXISTINGLIGHT POLE
EXISTINGLIGHT POLE
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED SEAL COATAREA= 20751 SQ.FT.
18.0'
9.0
'
18.0'
9.0
'
18.0'
9.0
'
5.0
'
9.0
'
5.0
'
18.0'
9.0
'
22.0'
10
.0
'
10
.0
'
22.0'
18.0'
9.0
'
9.0
'
18.0'
PROPOSED SEAL COATAREA= 202,290 SQ.FT.
18.0'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C3.26
C-3.22.24-26 HIGH SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
SHIRLEY FIELD SPORTS COMPLEX
AND CIVIC CENTER
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
-
0
30' 60'
SCALE: 1" = 30'
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
EXISTINGCONCRETE
EX
IST
ING
CO
NC
RE
TE
CONCRETE CURB & GUTTER
EXISTING PROPOSED
SEAL COAT AREA
MANHOLES
SIGN
SIGN
TIRE STOP
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
N
S
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
AREA UNDER CONSTRUCTION / PROJECT LIMITS
NORTH SIDE PARKING AREASCALE 1" - 30'
10 P
AR
KIN
G S
PA
CE
S
11 P
AR
KIN
G S
PA
CE
S
PAVEMENTSTRIPING
EXISTING CONCRETE
EX
IST
ING
CO
NC
RE
TE
EXISTINGBUILDING
21 P
AR
KIN
G S
PA
CE
S
21 P
AR
KIN
G S
PA
CE
S
21 P
AR
KIN
G S
PA
CE
S
21 P
AR
KIN
G S
PA
CE
S
21 P
AR
KIN
G S
PA
CE
S
16 P
AR
KIN
G S
PA
CE
S
16 P
AR
KIN
G S
PA
CE
S
16 P
AR
KIN
G S
PA
CE
S
16 P
AR
KIN
G S
PA
CE
S
50 P
AR
KIN
G S
PA
CE
S
50 P
AR
KIN
G S
PA
CE
S
39 P
AR
KIN
G S
PA
CE
S
39 P
AR
KIN
G S
PA
CE
S
8 P
AR
KIN
G S
PA
CE
S
13 P
AR
KIN
G S
PA
CE
S19
PA
RK
ING
SP
AC
ES
31 P
AR
KIN
G S
PA
CE
S
31 P
AR
KIN
G S
PA
CE
S
5 P
AR
KIN
G S
PA
CE
S4
PA
RK
ING
SP
AC
ES
34 PARKING SPACES
EXISTINGSPEED HUMPS
EXISTINGSPEED HUMPS EXISTING
SPEED HUMPS
PROPOSED 24"x6'PAVEMENT MARKINGSEE DETAIL
EXISTINGSIGNS
EXISTINGWHEEL STOPS
FIRE LANESTRIPING
FIRE LANESTRIPING
FIRE LANESTRIPING
EXISTINGWHEEL STOPS
EXISTING CONCRETE
EXISTINGSIGN
EXISTINGSIGN
EXISTINGSIGN
EXISTINGLIGHT POLE
EXISTINGLIGHT POLE
EXISTINGLIGHT POLE
EXISTINGLIGHT POLE
EXISTINGLIGHT POLE
EXISTINGLIGHT POLE
EXISTINGLIGHT POLE
EXISTINGLIGHT POLE
GARDEN STREET
AR
EA
UN
DE
R C
ON
ST
RU
CT
ION
/ P
RO
JEC
T L
IMIT
S
EXISTINGSPEEDHUMP
3 P
AR
KIN
GS
PA
CE
S
13 PARKING SPACES14 PARKING SPACES
7 PARKING SPACES
10 PARKING SPACES
14 PARKING SPACES
WEST SIDE PARKING AREASCALE 1" - 30'
EXISTINGSPEED HUMP
PROPOSED(6) SIGNS
PROPOSED(2) SIGNS
PROPOSED 24"x6'PAVEMENT MARKING
SEE DETAIL
DATE: 6.9.2017
DATE: 6.9.2017
PROJECT LIMITS
PROPOSED 24" x 6'PAVEMENT MARKING
SEE DETAIL
EXISTINGBUILDING
EXISTINGBUILDING
EXISTINGFIELD
EXISTINGBUILDING
EXISTINGBUILDING
POTHOLEREPAIR
POTHOLEREPAIR
POTHOLEREPAIR
POTHOLEREPAIR
POTHOLEREPAIR
POTHOLEREPAIR
POTHOLEREPAIR
---
18.0'
9.0
'
9.0
'
18.0'
18
.0
'
18
.0
'1
8.0
'
18
.0
'
9.0' 11.0' 12.0' 9.0' 9.0' 9.0' 9.0' 9.0' 9.0' 9.0' 10.0'
9.0'
9.0'
9.0'
9.0'9.0'
20.0'
27.5'
18.0'
9.0'
30.6'
18.0'
9.0'
20.0'
20.0'
9.0' 9.0' 9.0'
9.0'
9.0'
9.0'
9.0'
9.0'
PROPOSED SEAL COATAREA= 64,645 SQ.FT.
PROPOSED SEAL COATAREA= 42,812 SQ.FT.
20.0'
20.0'
11.0'
18.0'
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 12
,114
SQ
.FT
.
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C3.27
C-3.22.24-26 HIGH SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
SHIRLEY FIELD SPORTS COMPLEX
AND CIVIC CENTER
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
30' 60'
SCALE: 1" = 30'
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
CONCRETE CURB & GUTTER
EXISTING PROPOSED
SEAL COAT AREA
MANHOLES
SIGN
SIGN
TIRE STOP
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
N
S
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
FIRE LANESTRIPING
EXISTING CONCRETE
GARDEN STREET
15 PARKING SPACES
15 PARKING SPACES
11 PARKING SPACES
15 PARKING SPACES
PROPOSED4" SOLID
CENTER LINESTRIPING
PROPOSED 4" SOLIDCENTER LINESTRIPING
PROPOSED 24"x 6'PAVEMENT MARKING
SEE DETAIL
PROPOSED 24"x 6'PAVEMENT MARKINGSEE DETAIL
NORTHEAST SIDE PARKING AREASCALE 1" - 30' PARKING AREA
SCALE 1" - 30'S
AN
BE
RN
AR
DO
AV
EN
UE
PROPOSED 4" SOLIDCENTER LINESTRIPING
FIRE LANESTRIPING
FIRE LANESTRIPING
FIRE LANESTRIPING
50 PARKING SPACES
50 PARKING SPACES
24 PARKING SPACES
PROPOSED 24"x6'PAVEMENT MARKING
SEE DETAIL
PROPOSED24"x6'
PAVEMENTMARKING
SEE DETAIL
FIRE LANESTRIPING
EXISTING CONCRETE
PROPOSED 24"x6'PAVEMENT
MARKINGSEE DETAIL
PROPOSED(4) SIGNS
PROPOSED(6) SIGNS PROPOSED
(4) SIGNS
PROPOSED 24"x8'PAVEMENT MARKINGSEE DETAIL
PAVEMENTSTRIPING
PAVEMENTSTRIPING
PAVEMENTSTRIPINGPAVEMENT
STRIPING EXISTINGSPEED
HUMPS
EXISTINGSPEED
HUMPS
EXISTINGSPEED
HUMPS
PAVEMENTSTRIPING
EXISTINGSPEED
HUMPS
EXISTINGSPEEDHUMPS
EXISTINGSIGN
EXISTINGSIGN
EXISTINGSIGN
EXISTINGSIGN
EXISTINGSIGN
EXISTINGSIGN EXISTING
SIGNS
FIRE LANESTRIPING
FIRE LANESTRIPING
DATE: 6.9.2017
DATE: 6.9.2017
EXISTINGCONCRETE
EXISTINGCONCRETE
EXISTINGCONCRETE
EXISTINGBUILDING
EXISTINGBUILDING
EXISTINGBUILDING
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED4" SOLID
CENTER LINESTRIPING
SAW-CUT REMOVE & RECONSTRUCTEXISTING ASPHALTPAVEMENT ~450 SY
POTHOLEREPAIR
POTHOLEREPAIR
POTHOLEREPAIR
POTHOLEREPAIR
POTHOLEREPAIR
POTHOLE REPAIR
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 5,
393
SQ
.FT
.
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C3.28
C-3.21-22-24-28 MIDDLE SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
LAMAR MIDDLE SCHOOL
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
0
50' 100'
SCALE: 1" = 50'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
CONCRETE CURB & GUTTER
EXISTING PROPOSED
SEAL COAT AREA
MANHOLES
SIGN
SIGN
TIRE STOP
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
NS
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JUNE 9, 2017
SOUTH SIDE PARKING AREASCALE 1" - 30'
DATE: 6.9.2017
DATE: 6.9.2017
ONE WAY
DO NOT
ENTER
R3-2(24"x24")
R3-2(24"x24")
R5-1(24"x24")
R6-1(36"x12")
(36"x12")
EXIT ONLY
(24"x24")
R11-2(48"x30")
NORTH SIDE PARKING AREASCALE 1" - 30'
MATCH LINE
MATCH LINE
ONE WAY
R6-1(36"x12")
DO NOT
ENTER
2"x2" SQUARE GALVANIZED
STEEL TUBE
FINISH GRADE
12" DIA.x36" DEEP CONCRETE
FOOTING (3000 PSI) 2" ABOVE
ADJACENT FINISH GRADE
2"x2" SQUARE
GALVANIZED CAP
5'-0"
AB
OV
E A
DJA
CE
NT
C
ON
CR
ET
E S
ID
EW
ALK
A
S P
ER
T
EX
AS
A
CC
ES
SIB
ILIT
Y S
TA
ND
AR
DS
3'
12" DIA.x36" DEEP CONCRETE
FOOTING (3000 PSI) 2" ABOVE
ADJACENT FINISH GRADE
12"
6"18"
12"
TYPE "A" TYPE "B"
6" 6"
2
1 4
"
ADA PARKING
ADA VAN ACCESSIBLE
SIGN
WHEEL STOP
9.0' TYP.9.0' MIN.8.0' MIN.9.0'MIN.5.0' MIN.
18
' M
IN
.
2
0' T
YP
.
24" MAX O.C.
SPACING
ACCESSIBILITY
SYMBOL
ADA
PARKING
SIGN
BLUE 4"
STRIPING
BLUE 4"
STRIPING
BLUE 4"
STRIPING
WHITE 4"
STRIPING
PAINT 4" WIDE STRIPE
PAINTED BLUE
@ 45° ANGLE TO CURB
(2 COATS MIN.)
ADA
PARKING
SIGN
WHEEL STOP
PAINTED BLUE
4
-
1
/
2
"
1
'
6
'
-
0
"
1'
1
'
6"
2
-
1
"
Ø
H
O
L
E
S
6"
1'
SEAL 1" DEEP
HOLE W/ MORTAR
#3 X 18" LONG
FLUSH W/ TOP
SECTION
2 - #4 BARS
24" MIN.
6' M
IN
.
24" MIN.
8' M
AX
.
PAINT 24" X 6' MIN. (8' MAX)
PAVEMENT MARKING
PAINTED WHITE
(2 COATS MIN.)
BLUE BACKGROUND
24
"
24
"
24" SOLID
STOP BAR
(2 COATS MIN.)
BLUE BACKGROUND
4" WIDE WHITE LINE
TYPICAL FIRE LANE MARKING DETAIL
SCALE: NTS
SIGN MOUNTING DETAIL
SCALE: NTS
A
E
SPEED HUMP DETAIL
SCALE: NTS
B
DRAWN BY: J.J.S.. SCALE: AS SHOWN
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C4.1
C4.1-C4.2-DETAILS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
DETAILS
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
TYPICAL 90° ACCESSIBLE PARKING LAYOUT DETAIL
SCALE: NTS
D
PRECAST CONCRETE WHEEL STOP
SCALE: NTS
C
TYPICAL PAVEMENT MARKING DETAIL
SCALE: NTS
H
TYPICAL PAINTED HANDICAP SYMBOL
SCALE: NTS
I
A
JORGE A. MARTINEZ
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N
101173
C
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N
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S
T
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OF
T
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N
E
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A
JUNE 9, 2017
DATE: 6.9.2017
DATE: 6.9.2017
NOTE:
SEE PROJECT
SPECIFICATIONS
FOR PAINT COLOR, TYPE,
AND APPLICATION
REQUIREMENTS
6'' MOISTURE CONDITIONED SUBGRADE
AS PER GEOTECHNICAL REPORT
F CONCRETE PAVEMENT DETAIL
SCALE: NTS
TYPICAL PARKING LOT NUMBERING MARKING DETAIL
SCALE: NTS
J
EXPANSION JOINT
SCALE: NTS
G
DRAWN BY: J.J.S.. SCALE: AS SHOWN
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C4.2
C4.1-C4.2-DETAILS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
DETAILS
LISD PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.9.2017
No. DATE REVISION APP.
- - -
2 - TYPE III (B) BARRICADESw/ R11-2 (48"X30")
GENERAL NOTES
THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC CONTROL ACTIVITIES WITH
THE CITY OF LAREDO / LAREDO ISD AND OBTAIN THE R.O.W. PERMITS AS
REQUIRED. ANY MODIFICATIONS TO THIS PLAN SHALL BE AT THE SOLE
DIRECTIVE OF LAREDO ISD WITH ENGINEER APPROVAL ONLY. CONTRACTOR
SHALL EMPLOY ALL TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE
TEXAS MANUAL OF UNIFORM CONTROL DEVICES FOR STREETS AND HIGHWAYS.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADEQUATE
BARRICADES, WARNINGS, SIGNS, NOTIFICATION, AND TRAFFIC LIGHTING DEVICES
FOR THE SAFETY AND TRAFFIC FLOW WITHIN THE CONSTRUCTION AREAS AS
ILLUSTRATED ON SHEET OF THIS PLAN SET. ALL TRAFFIC CONTROL ACTIVITIES
SHALL BE IN-PLACE PRIOR TO CONSTRUCTION OF PROPOSED IMPROVEMENTS
AND SHALL REMAIN IN-PLACE UNTIL SATISFACTORY COMPLETION OF THE
IMPROVEMENTS HAS BEEN ACCOMPLISHED. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR MAINTENANCE OF TRAFFIC CONTROL DEVICES THROUGHOUT
CONSTRUCTION ACTIVITIES.
TRAFFIC CONTROL NOTES
1. ALL TRAFFIC CONTROL DEVICES ILLUSTRATED ARE REQUIRED, UNLESS
OTHERWISE DIRECTED BY THE CITY OF LAREDO AND APPROVED BY THE
ENGINEER.
2. SIGNS SHALL BE PLACED AS PER THIS PLAN AND IN ACCORDANCE WITH
APPROPRIATE DISTANCE REQUIREMENTS.
3. FLAG PERSON MAY BE REQUIRED DURING CERTAIN PHASES OF
CONSTRUCTION TO FACILITATE SAFE MOVEMENT OF TRAFFIC THROUGH WORK
AREAS.
4. CONTRACTOR SHALL COORDINATE ACCESS TO EXISTING PUBLIC AND
DISTRICT EMPLOYEES TO PROVIDE FOR SAFE ACCESS DURING CONSTRUCTION.
5. CONTRACTOR SHALL PROVIDE NIGHT TIME ILLUMINATING DEVICE WHERE
VISIBILITY IS LOW DURING ENTIRE LENGTH OF CONSTRUCTION PERIOD.
6. CONTRACTOR WILL NOTIFY DISTRICT ADMINISTATION OF PARKING CLOSURES
72 HOURS PRIOR TO TRAFFIC CONTROL AND CONSTRUCTION ACTIVITIES.
7. CONTRACTOR SHALL PROVIDE FLAGGERS AS REQUIRED DURING
CONSTRUCTION.
2 - TYPE III (B) BARRICADESw/ R11-2 (48"X30")
TYPICAL TRAFFIC CONTROL PLAN
SCALE: NTS
A
TYPICAL REFLECTIVEDRUMS
A
JORGE A. MARTINEZ
G
X
E
S
P
R
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F
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N
101173
C
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JUNE 9, 2017
DATE: 6.9.2017
DATE: 6.9.2017
MANHOLE CONCRETE COLLAR DETAIL
SCALE: NTS
C
BASE REPAIR DETAIL
SCALE: NTS
B