sun fire blvd....8" d.i. force main 8" mj gate valve 8"-90 d.i. flange...
TRANSCRIPT
LIFT STATION DECOMMISSIONING AND DEMOLITIONMESQUITE TRAILS LIFT STATION (No.145) AND
PASEOS DEL SOL LIFT STATION (No. 147)BID No. 24-20
H Terra2
EL PASO
PROJECT SITE
JOSE HERNANDEZ, P.E. 114310
H2O TERRA
TEXAS REGISTERED
ENGINEERING FIRM F-2103
AutoCAD SHX Text
EL PASO, EL PASO COUNTY, TEXAS
AutoCAD SHX Text
ZARAGOZA
AutoCAD SHX Text
MESA
AutoCAD SHX Text
ALABAMA
AutoCAD SHX Text
p
AutoCAD SHX Text
AMERI
AutoCAD SHX Text
USA
AutoCAD SHX Text
MEXICO
AutoCAD SHX Text
MEXICO
AutoCAD SHX Text
USA
AutoCAD SHX Text
BORDER HWY
AutoCAD SHX Text
CIUDAD JUAREZ
AutoCAD SHX Text
10
AutoCAD SHX Text
DR.
AutoCAD SHX Text
MONTANA
AutoCAD SHX Text
NORTH LOOP
AutoCAD SHX Text
RIO GRANDE
AutoCAD SHX Text
ALAMEDA
AutoCAD SHX Text
AVE.
AutoCAD SHX Text
CAS
AutoCAD SHX Text
INTERNATIONAL
AutoCAD SHX Text
MILITARY RESERVATION
AutoCAD SHX Text
STATE PARK
AutoCAD SHX Text
NORTH-SOUTH FREEWAY
AutoCAD SHX Text
BELVIDERE
AutoCAD SHX Text
SUNLAND PARK
AutoCAD SHX Text
WOODROW BEAN
AutoCAD SHX Text
DONIPHAN
AutoCAD SHX Text
CANUTILLO
AutoCAD SHX Text
TRANS
AutoCAD SHX Text
MOUNTAIN
AutoCAD SHX Text
DR.
AutoCAD SHX Text
RAILROAD DR.
AutoCAD SHX Text
FIELD
AutoCAD SHX Text
BLISS
AutoCAD SHX Text
FORT
AutoCAD SHX Text
EL PASO
AutoCAD SHX Text
AIRPORT
AutoCAD SHX Text
BIGGS
AutoCAD SHX Text
DYER ST.
AutoCAD SHX Text
FRANKLIN MOUNTAINS
AutoCAD SHX Text
CHAPARRAL, N.M.
AutoCAD SHX Text
VINTON
AutoCAD SHX Text
ANTHONY
AutoCAD SHX Text
p
AutoCAD SHX Text
10
AutoCAD SHX Text
RIO GRANDE
AutoCAD SHX Text
McCOMBS
AutoCAD SHX Text
N
AutoCAD SHX Text
TEXAS
AutoCAD SHX Text
NEW MEXICO
AutoCAD SHX Text
2020 E. MILLS AVENUE El Paso, TX 79901
AutoCAD SHX Text
(915) 533-1418 FAX: (915) 533-4972
AutoCAD SHX Text
TBPE FIRM NO. F-2103
AutoCAD SHX Text
TBPLS FIRM NO. 10060700
AutoCAD SHX Text
ENGINEERING. SURVEYING. SOLUTIONS.
AutoCAD SHX Text
VICINITY MAP
AutoCAD SHX Text
1154 HAWKINS EL PASO, TX. 79925 (915)594-5500
AutoCAD SHX Text
APRIL 2020
AutoCAD SHX Text
PUBLIC SERVICE BOARD MEMBERS
AutoCAD SHX Text
HENRY GALLARDO
AutoCAD SHX Text
CHRISTOPHER A. ANTCLIFF
AutoCAD SHX Text
MEMBER
AutoCAD SHX Text
SECRETARY-TREASURER
AutoCAD SHX Text
CHAIR
AutoCAD SHX Text
TERRI GARCIA
AutoCAD SHX Text
KRISTINA D. MENA
AutoCAD SHX Text
MEMBER
AutoCAD SHX Text
MAYOR DEE MARGO
AutoCAD SHX Text
EX-OFFICIO MEMBER
AutoCAD SHX Text
MEMBER
AutoCAD SHX Text
IVONNE SANTIAGO, P.E.
AutoCAD SHX Text
MARTIN NORIEGA, P.E.,
AutoCAD SHX Text
JOHN E. BALLIEW, P.E.,
AutoCAD SHX Text
R. ALAN SHUBERT, P.E.,
AutoCAD SHX Text
CHIEF OPERATIONS OFFICER - SUPPORT
AutoCAD SHX Text
VICE PRESIDENT
AutoCAD SHX Text
PRESIDENT/C.E.O.
AutoCAD SHX Text
MARCELA NAVARRETE, C.P.A.
AutoCAD SHX Text
VICE PRESIDENT
AutoCAD SHX Text
GILBERT TREJO, P.E.,
AutoCAD SHX Text
CHIEF TECHNICAL OFFICER
AutoCAD SHX Text
1154 HAWKINS EL PASO, TX. 79925 (915)594-5500
AutoCAD SHX Text
VICE CHAIR
AutoCAD SHX Text
BRYAN R. MORRIS
AutoCAD SHX Text
PAUL RIVAS
AutoCAD SHX Text
FELIPE LOPEZ, P.E.,
AutoCAD SHX Text
CHIEF OPERATIONS OFFICER - DISTRIBUTION and COLLECTION
AutoCAD SHX Text
CHIEF OPERATIONS OFFICER - PRODUCTION and TREATMENT
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
JOSE HERNANDEZ
AutoCAD SHX Text
X
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
114310
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
W
O
O
D
Q
U
A
I
L
V
A
L
L
E
Y
Q
U
A
I
L
GA
MB
EL Q
UA
IL
ROBERTA LYNNE
AMSTATER
WARHO
L
HE
NR
I MA
TIS
SE
PE
DR
O F
IGA
RI
RU
SSOLO
DELACROIX
ESCHENBRENNER
ED
GA
R D
EG
AS
BO
B H
OP
E
RA
NC
HO
GR
AN
DE
PE
AR
L G
AT
E
D
IA
M
O
N
D
G
A
T
E
W
H
IR
L
A
W
A
Y
S
T
O
N
E
G
A
T
E
P
E
T
E
R
C
O
O
P
E
R
B
A
C
H
JOSE C
ISNERO
S
NO
EL E
SP
INO
ZA
VA
N G
OG
H
KO
LLIK
ER
GO
YA
EL G
RE
CO
VISTA DEL SOL
WIN
SLO
W H
OM
ER
SAL RASURA
FRED
CAR
TER
BE
LLOW
S
VAN DYCK
VARELA
MIGUEL
VISTA DEL SO
L
PASEO N
UEVO
PA
SE
O V
A
L
L
E
A
R
R
O
W
W
E
E
D
G
R
E
G
M
A
R
T
IN
E
Z
CH
ER
RIN
GT
ON
B
L
U
E
H
E
R
R
O
N
B
L
A
Z
I
N
G
S
T
A
R
PASEO R
OJO
PA
SE
O D
EL S
URPPA
S
E
O
L
I
N
D
O
W
E
S
T
E
R
N
G
U
L
L
TWIN LEAF
P
A
S
E
O
U
N
I
D
O
PA
SE
O A
LE
GR
E
PASEO ALEG
RE
PASEO LAR
GO
SN
OW
Y P
LO
WE
R
G
L
O
B
E
M
A
L
L
O
W
PASEO BLAN
CO
PA
SE
O G
RA
ND
EFSPASEO RAE
ZULEMA
AZULITO
AZULEJOS
ZE
LLIG
E
DO
MIN
IC
A
NA
KIN
SU
N K
IN
GS
SCEVALLIA
PA
SE
O R
AN
DY
PASEO RO
SANNIE
SU
NN
Y
SK
Y
NO
BLE
PA
TH
CHRISTIAN
ISAIAH
PE
LLICA
NO
PE
LLICA
NO
S
U
N
F
I
R
E
SU
N F
IR
E
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
12
34
56
78
910
A B C D E F G
CLIN No. 0289
DRAWING NUMBER
SHEET No.
BYDATE REVISIONS SCALE
OF 10
H Terra2 LIFT STATION DECOMMISSIONING AND DEMOLITION
MESQUITE TRAILS L.S. (No.145) and PASEOS DEL SOL L.S. (No.147)
LOCATION MAP AND GENERAL NOTES G22
N
SECTION AND DETAIL DESIGNATIONLOCATION MAP
VALVES UTILITY DESIGNATIONS
PIPE MATERIAL DESIGNATIONS
PREFIXES
CIVIL
PIPING SYSTEM DESIGNATIONS:
GENERAL SYMBLOLS
LIST OF UTILITIES AND AGENCIES
DRAWING INDEX
AutoCAD SHX Text
MESQUITE L.S. (No.145) 1488 DUNLIN PL.
AutoCAD SHX Text
PASEOS DEL SOL L.S. (No.147) 12498 PASEOS AZUL
AutoCAD SHX Text
LINE IS 2 INCHES AT FULL SCALE
AutoCAD SHX Text
(IF NOT 2" - SCALE ACCORDINGLY)
AutoCAD SHX Text
W.O.
AutoCAD SHX Text
APPD. BY:
AutoCAD SHX Text
CHKD. BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
HOR:
AutoCAD SHX Text
VER:
AutoCAD SHX Text
061319-3
AutoCAD SHX Text
11/7/19
AutoCAD SHX Text
R.A.L.
AutoCAD SHX Text
J.P.H.
AutoCAD SHX Text
S.T.M.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
2020 E. MILLS AVENUE El Paso, TX 79901
AutoCAD SHX Text
(915) 533-1418 FAX: (915) 533-4972
AutoCAD SHX Text
TBPE FIRM NO. F-2103
AutoCAD SHX Text
TBPLS FIRM NO. 10060700
AutoCAD SHX Text
ENGINEERING. SURVEYING. SOLUTIONS.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
JOSE HERNANDEZ
AutoCAD SHX Text
X
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
114310
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
5/26/2020
AutoCAD SHX Text
SCALE: 1" = 1000'
AutoCAD SHX Text
EXISTING REUSE WATER
AutoCAD SHX Text
RW
AutoCAD SHX Text
(NORMALLY OPEN)
AutoCAD SHX Text
(NORMALLY CLOSED)
AutoCAD SHX Text
BALL VALVE
AutoCAD SHX Text
PLUG VALVE
AutoCAD SHX Text
(NORMALLY CLOSED)
AutoCAD SHX Text
(NORMALLY OPEN)
AutoCAD SHX Text
BALL VALVE
AutoCAD SHX Text
(NORMALLY CLOSED)
AutoCAD SHX Text
(NORMALLY OPEN)
AutoCAD SHX Text
PLUG VALVE
AutoCAD SHX Text
GATE VALVE
AutoCAD SHX Text
GATE VALVE
AutoCAD SHX Text
DIAPHRAGM VALVE
AutoCAD SHX Text
GLOBE VALVE
AutoCAD SHX Text
BUTTERFLY VALVE
AutoCAD SHX Text
AT
AutoCAD SHX Text
&
AutoCAD SHX Text
L
AutoCAD SHX Text
C
AutoCAD SHX Text
%%C
AutoCAD SHX Text
AND
AutoCAD SHX Text
ROUND OR DIAMETER
AutoCAD SHX Text
ANGLE
AutoCAD SHX Text
CENTER LINE
AutoCAD SHX Text
L
AutoCAD SHX Text
P
AutoCAD SHX Text
2
AutoCAD SHX Text
W/
AutoCAD SHX Text
CP#
AutoCAD SHX Text
W/O
AutoCAD SHX Text
& DESIGNATION
AutoCAD SHX Text
PLATE OR PROPERTY LINE
AutoCAD SHX Text
WITHOUT
AutoCAD SHX Text
WITH
AutoCAD SHX Text
KEY NOTE DESIGNATION
AutoCAD SHX Text
SURVEY CONTROL POINT
AutoCAD SHX Text
CB
AutoCAD SHX Text
CATCH BASIN OR INLET
AutoCAD SHX Text
BURIED VALVE
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
NEW FACILITIES (SOLID)
AutoCAD SHX Text
NATURAL GROUND OR GRADE
AutoCAD SHX Text
OF WAY
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
EXISTING UNDER GROUND
AutoCAD SHX Text
UTILITIES
AutoCAD SHX Text
WATER SURFACE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
COMPACTED GRADE OR FILL
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
PROPERTY LINE / RIGHT
AutoCAD SHX Text
COORDINATES
AutoCAD SHX Text
N = 99484
AutoCAD SHX Text
E = 96421
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
UTILITY POLE
AutoCAD SHX Text
EXISTING ELECTRICAL
AutoCAD SHX Text
EXISTING PIPE
AutoCAD SHX Text
EXISTING WATER
AutoCAD SHX Text
S
AutoCAD SHX Text
G
AutoCAD SHX Text
EXISTING SEWER
AutoCAD SHX Text
EXISTING GAS
AutoCAD SHX Text
NEW PIPE
AutoCAD SHX Text
EXISTING GRADE CONTOURS
AutoCAD SHX Text
FINISH GRADE CONTOURS
AutoCAD SHX Text
ARE IDENTIFIED BY LETTER RATHER THAN
AutoCAD SHX Text
SIMILAR MANNER. EXCEPT THAT DETAILS
AutoCAD SHX Text
DETAILS ARE CROSS-REFERENCED IN A
AutoCAD SHX Text
(2) ON DWG C305 THIS SECTION IS IDENTIFIED
AutoCAD SHX Text
2
AutoCAD SHX Text
C305
AutoCAD SHX Text
BY NUMBER.
AutoCAD SHX Text
(3)
AutoCAD SHX Text
2
AutoCAD SHX Text
C302
AutoCAD SHX Text
(1) SECTION CUT ON DWG C302
AutoCAD SHX Text
@
AutoCAD SHX Text
POTABLE WATER RAW WATER DRAIN RAW SEWAGE NATURAL GAS BACK WASH CHLORINE SOLUTION FINISH WATER CHLORINE VACUUM
AutoCAD SHX Text
W RW DR RS NG BW CLS FW CLV
AutoCAD SHX Text
NEW PIPE CALLOUT (SIZE AND DESIGNATION)
AutoCAD SHX Text
EXISTING PIPE CALLOUT (SIZE AND DESIGNATION)
AutoCAD SHX Text
8" W
AutoCAD SHX Text
EXISTING ROCK WALL
AutoCAD SHX Text
4040
AutoCAD SHX Text
4030
AutoCAD SHX Text
WATERSHED BOUNDARY
AutoCAD SHX Text
ASBESTOS CONCRETE CONCRETE CYLINDER PIPE CAST IRON DUCTILE IRON HIGH DENSITY POLYETHYLENE PIPE POLYVINYL CHLORIDE STEEL CYLINDER CONCRETE WELDED STEEL VITRIFIED CLAY PIPE
AutoCAD SHX Text
AC CCP CI DI HDPE PVC SCC WS VCP
AutoCAD SHX Text
ELECTRIC OVERHEAD ELECTRIC UNDERGROUND TELEPHONE OVERHEAD TELEPHONE UNDERGROUND TV CABLE WATER SEWER FORCE MAIN GAS GAS, HIGH PRESSURE MANHOLE FIRE HYDRANT STORM WATER CATCH BASIN STORM DRAIN FIBER OPTIC CABLE RECLAIMED WATER PETROLEUM UNKNOWN
AutoCAD SHX Text
OHE UEL OUT T TV W S FM G GHP MH FH CB SD FO RW P UU
AutoCAD SHX Text
QWEST
AutoCAD SHX Text
(915) 587-9899
AutoCAD SHX Text
Fred Para
AutoCAD SHX Text
WORLD COM
AutoCAD SHX Text
(915) 587-4015
AutoCAD SHX Text
cell (915) 449-9435
AutoCAD SHX Text
Manny Aremedariz
AutoCAD SHX Text
TEXAS 811
AutoCAD SHX Text
1-800-344-8377
AutoCAD SHX Text
EL PASO ELECTRIC CO.
AutoCAD SHX Text
DISTRIBUTION LINES
AutoCAD SHX Text
(915) 543-5274
AutoCAD SHX Text
cell (915) 526-3189
AutoCAD SHX Text
COUNTY of EL PASO, TEXAS
AutoCAD SHX Text
(915) 546-2015
AutoCAD SHX Text
Gilbert Saldana, P.E.
AutoCAD SHX Text
TEXAS GAS SERVICE
AutoCAD SHX Text
(915) 680-7728
AutoCAD SHX Text
Tomas Lucero
AutoCAD SHX Text
SPRINT
AutoCAD SHX Text
1-800-521-0579
AutoCAD SHX Text
LOCAL (915) 534-7910
AutoCAD SHX Text
SPECTRUM
AutoCAD SHX Text
(915) 772-1123
AutoCAD SHX Text
Raymond Mendoza
AutoCAD SHX Text
MCI
AutoCAD SHX Text
(915) 449-9435
AutoCAD SHX Text
Ken Bailey
AutoCAD SHX Text
AT & T
AutoCAD SHX Text
(915) 595-5118
AutoCAD SHX Text
Frank Gonzalez
AutoCAD SHX Text
EL PASO ELECTRIC CO. (EPEC)
AutoCAD SHX Text
(915) 543-5866
AutoCAD SHX Text
Francisco Melendez
AutoCAD SHX Text
EL PASO WATER (EPW)
AutoCAD SHX Text
(915) 594-5624
AutoCAD SHX Text
Francisco Martinez, P.E.
AutoCAD SHX Text
AutoCAD SHX Text
Texas Department of Transportation
AutoCAD SHX Text
(915) 201-8490
AutoCAD SHX Text
Carlos Mendez
AutoCAD SHX Text
DEMOLITION
AutoCAD SHX Text
COVER SHEET LOCATION MAP AND GENERAL NOTES MESQUITE TRAILS LIFT STATION (No.145) EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY PASEOS DEL SOL LIFT STATION (No.147) EXISTING CONDITIONS MESQUITE TRAILS LIFT STATION (No.145) DEMOLITION AND GRADING PLANS MESQUITE TRAILS LIFT STATION (No.145) DEMOLITION - VALVE PIT, WET WELL, FORCE MAIN AND GRAVITY MAIN MESQUITE TRAILS LIFT STATION (No.145) DEMOLITION - CONTROL BUILDING DETAILS AND SECTIONS PASEOS DEL SOL LIFT STATION (No.147) DEMOLITION AND GRADING PLANS PASEOS DEL SOL LIFT STATION (No.147) DEMOLITION - VALVE PIT, WET WELL, FORCE MAIN AND GRAVITY MAIN PASEOS DEL SOL LIFT STATION (No.147) DEMOLITION - CONTROL BUILDING DETAILS AND SECTIONS
AutoCAD SHX Text
G1
AutoCAD SHX Text
G2
AutoCAD SHX Text
V1
AutoCAD SHX Text
C1
AutoCAD SHX Text
C2
AutoCAD SHX Text
C3
AutoCAD SHX Text
WM
AutoCAD SHX Text
8" W
AutoCAD SHX Text
DRAWING ON WHICH SECTION WAS CUT
AutoCAD SHX Text
SECTION NUMBER
AutoCAD SHX Text
DRAWING ON WHICH SECTION APPEARS
AutoCAD SHX Text
SECTION CUTTING PLANE
AutoCAD SHX Text
SECTION NUMBER
AutoCAD SHX Text
V2
AutoCAD SHX Text
C4
AutoCAD SHX Text
C5
AutoCAD SHX Text
C6
SU
N F
IRE
BLV
D.
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
12
34
56
78
910
A B C D E F G
CLIN No. 0289
DRAWING NUMBER
SHEET No.
BYDATE REVISIONS SCALE
OF 10
H Terra2 LIFT STATION DECOMMISSIONING AND DEMOLITION
MESQUITE TRAILS L.S. (No.145) and PASEOS DEL SOL L.S. (No.147)
MESQUITE TRAILS LIFT STATION (No.145)EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY
(INFORMATION OBTAINED FROM RECORD DATA)V13
AutoCAD SHX Text
LINE IS 2 INCHES AT FULL SCALE
AutoCAD SHX Text
(IF NOT 2" - SCALE ACCORDINGLY)
AutoCAD SHX Text
W.O.
AutoCAD SHX Text
APPD. BY:
AutoCAD SHX Text
CHKD. BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
HOR:
AutoCAD SHX Text
VER:
AutoCAD SHX Text
061319-3
AutoCAD SHX Text
11/7/19
AutoCAD SHX Text
R.A.L.
AutoCAD SHX Text
J.P.H.
AutoCAD SHX Text
S.T.M.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
2020 E. MILLS AVENUE El Paso, TX 79901
AutoCAD SHX Text
(915) 533-1418 FAX: (915) 533-4972
AutoCAD SHX Text
TBPE FIRM NO. F-2103
AutoCAD SHX Text
TBPLS FIRM NO. 10060700
AutoCAD SHX Text
ENGINEERING. SURVEYING. SOLUTIONS.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
JOSE HERNANDEZ
AutoCAD SHX Text
X
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
114310
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
5/26/2020
AutoCAD SHX Text
GENERAL NOTES:
AutoCAD SHX Text
EXISTING LIFT STATION IS LOCATED WITHIN EL PASO WATER LIFT STATION SITE. EXISTING LIFT STATION TO BE DEMOLISHED WITHIN ROCKWALL AREA AND A PORTION OF THE ROCKWALL TO REMAIN. SEE DEMOLITION PLAN ON SHEET C-1 FOR NOTES AND LIMITS. INFORMATION OBTAINED FROM RECORD DATA, CONTRACTOR TO FIELD VERIFY.
AutoCAD SHX Text
1.
AutoCAD SHX Text
2.
AutoCAD SHX Text
3.
AutoCAD SHX Text
INFORMATION SHOWN IS FOR REFERENCE ONLY AND IS BASED ON RECORD DATA PROVIDED BY THE CLIENT.
AutoCAD SHX Text
P
AutoCAD SHX Text
C3
AutoCAD SHX Text
Q
AutoCAD SHX Text
C3
AutoCAD SHX Text
KEY NOTES:
AutoCAD SHX Text
8" D.I. FORCE MAIN 8" MJ GATE VALVE 8"-90° D.I. FLANGE BEND8"x12" MJ REDUCER 12" P.V.C. FORCE MAIN WROUGHT IRON GATE (12') 34" WATER METER WITH BACKFLOW PREVENTOR AND HOUSE STATION. CABLE TRENCH WITH ALUMINUM PLATE COVER. 6" P.V.C. VENT PIPE FOR ODOR CONTROL UNIT PUMP DISCONNECT SWITCH PANEL ROCKWALL 8'x12' PRE-ENGINEERED CONTROL BUILDING 6"x12" HEADER CURB
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
6
AutoCAD SHX Text
10
AutoCAD SHX Text
8
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
12
34
56
78
910
A B C D E F G
CLIN No. 0289
DRAWING NUMBER
SHEET No.
BYDATE REVISIONS SCALE
OF 10
H Terra2 LIFT STATION DECOMMISSIONING AND DEMOLITION
MESQUITE TRAILS L.S. (No.145) and PASEOS DEL SOL L.S. (No.147)
PASEO DEL SOL LIFT STATION (No.147)EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY
(INFORMATION OBTAINED FROM RECORD DATA)V24
AutoCAD SHX Text
LINE IS 2 INCHES AT FULL SCALE
AutoCAD SHX Text
(IF NOT 2" - SCALE ACCORDINGLY)
AutoCAD SHX Text
W.O.
AutoCAD SHX Text
APPD. BY:
AutoCAD SHX Text
CHKD. BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
HOR:
AutoCAD SHX Text
VER:
AutoCAD SHX Text
061319-3
AutoCAD SHX Text
11/7/19
AutoCAD SHX Text
R.A.L.
AutoCAD SHX Text
J.P.H.
AutoCAD SHX Text
S.T.M.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
2020 E. MILLS AVENUE El Paso, TX 79901
AutoCAD SHX Text
(915) 533-1418 FAX: (915) 533-4972
AutoCAD SHX Text
TBPE FIRM NO. F-2103
AutoCAD SHX Text
TBPLS FIRM NO. 10060700
AutoCAD SHX Text
ENGINEERING. SURVEYING. SOLUTIONS.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
JOSE HERNANDEZ
AutoCAD SHX Text
X
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
114310
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
5/26/2020
AutoCAD SHX Text
INFORMATION SHOWN IS FOR REFERENCE ONLY AND IS BASED ON RECORD DATA PROVIDED BY THE CLIENT.
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
GENERAL NOTES:
AutoCAD SHX Text
EXISTING LIFT STATION IS LOCATED WITHIN EL PASO WATER LIFT STATION SITE. EXISTING LIFT STATION TO BE DEMOLISHED WITHIN ROCKWALL AREA AND A PORTION OF THE ROCKWALL TO REMAIN. SEE DEMOLITION PLAN ON SHEET C-4 FOR NOTES AND LIMITS. INFORMATION OBTAINED FROM RECORD DATA, CONTRACTOR TO FIELD VERIFY.
AutoCAD SHX Text
1.
AutoCAD SHX Text
2.
AutoCAD SHX Text
3.
AutoCAD SHX Text
8' ROCKWALL
AutoCAD SHX Text
8' ROCKWALL
DUNLIN PL.
SUN FIRE BLVD.SS
A
A
DUNLIN PL.
SUN FIRE BLVD.
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
12
34
56
78
910
A B C D E F G
CLIN No. 0289
DRAWING NUMBER
SHEET No.
BYDATE REVISIONS SCALE
OF 10
H Terra2 LIFT STATION DECOMMISSIONING AND DEMOLITION
MESQUITE TRAILS L.S. (No.145) and PASEOS DEL SOL L.S. (No.147)
MESQUITE TRAILS LIFT STATION (No.145)DEMOLITION AND GRADING PLANS C1
5
DEMOLITION PLAN GRADING PLAN
( IN FEET )
N
DEMOLITION KEY NOTES:
AutoCAD SHX Text
PP
AutoCAD SHX Text
3
AutoCAD SHX Text
7
AutoCAD SHX Text
2
AutoCAD SHX Text
PIPE TO BE PLUGGED
AutoCAD SHX Text
EXISTING 18" PVC GRAVITY MAIN TO BE ABANDONED IN PLACE
AutoCAD SHX Text
PROJECT LIMITS
AutoCAD SHX Text
PROJECT LIMITS
AutoCAD SHX Text
(45' RIGHT-OF-WAY)
AutoCAD SHX Text
(45' RIGHT-OF-WAY)
AutoCAD SHX Text
(80' RIGHT-OF-WAY)
AutoCAD SHX Text
12
AutoCAD SHX Text
11
AutoCAD SHX Text
3
AutoCAD SHX Text
8
AutoCAD SHX Text
15
AutoCAD SHX Text
5
AutoCAD SHX Text
EXISTING ELECTRIC METAL POWER POLE TO REMAIN
AutoCAD SHX Text
4
AutoCAD SHX Text
!! CAUTION LIVE !!
AutoCAD SHX Text
13
AutoCAD SHX Text
5
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
6
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
1
AutoCAD SHX Text
16
AutoCAD SHX Text
16
AutoCAD SHX Text
%%P99'
AutoCAD SHX Text
PP
AutoCAD SHX Text
PROJECT LIMITS
AutoCAD SHX Text
4084.5
AutoCAD SHX Text
4085
AutoCAD SHX Text
4085.5
AutoCAD SHX Text
4085.5
AutoCAD SHX Text
4085
AutoCAD SHX Text
4084
AutoCAD SHX Text
4083.5
AutoCAD SHX Text
4084.5
AutoCAD SHX Text
4086
AutoCAD SHX Text
4086.5
AutoCAD SHX Text
4087
AutoCAD SHX Text
4087.5
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
ROLLOVER CURB
AutoCAD SHX Text
EXISTING ROCKWALL TO REMAIN
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
EXISTING CONCRETE DRIVEWAY APRON AND WROUGHT IRON GATE TO REMAIN
AutoCAD SHX Text
(45' RIGHT-OF-WAY)
AutoCAD SHX Text
(45' RIGHT-OF-WAY)
AutoCAD SHX Text
EXISTING ELECTRIC METAL POWER POLE TO REMAIN
AutoCAD SHX Text
EXISTING CONCRETE DRIVEWAY APRON TO REMAIN
AutoCAD SHX Text
4083
AutoCAD SHX Text
4082.5
AutoCAD SHX Text
(80' RIGHT-OF-WAY)
AutoCAD SHX Text
!! CAUTION LIVE !!
AutoCAD SHX Text
4085
AutoCAD SHX Text
4086
AutoCAD SHX Text
4087
AutoCAD SHX Text
EXISTING 18" PVC GRAVITY MAIN TO BE ABANDONED IN PLACE
AutoCAD SHX Text
PROJECT LIMITS
AutoCAD SHX Text
EXISTING ROCKWALL TO REMAIN
AutoCAD SHX Text
EXISTING ROCKWALL TO REMAIN
AutoCAD SHX Text
EXISTING ROCKWALL TO REMAIN
AutoCAD SHX Text
LINE IS 2 INCHES AT FULL SCALE
AutoCAD SHX Text
(IF NOT 2" - SCALE ACCORDINGLY)
AutoCAD SHX Text
W.O.
AutoCAD SHX Text
APPD. BY:
AutoCAD SHX Text
CHKD. BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
HOR:
AutoCAD SHX Text
VER:
AutoCAD SHX Text
061319-3
AutoCAD SHX Text
11/7/19
AutoCAD SHX Text
R.A.L.
AutoCAD SHX Text
J.P.H.
AutoCAD SHX Text
S.T.M.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
2020 E. MILLS AVENUE El Paso, TX 79901
AutoCAD SHX Text
(915) 533-1418 FAX: (915) 533-4972
AutoCAD SHX Text
TBPE FIRM NO. F-2103
AutoCAD SHX Text
TBPLS FIRM NO. 10060700
AutoCAD SHX Text
ENGINEERING. SURVEYING. SOLUTIONS.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
JOSE HERNANDEZ
AutoCAD SHX Text
X
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
114310
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
5/26/2020
AutoCAD SHX Text
SCALE: 1"=10'
AutoCAD SHX Text
SCALE: 1"=10'
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
5
AutoCAD SHX Text
%%UGENERAL NOTES:
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
TO BE DEMOLISHED
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
IF WET WELL HAS SLUDGE IN IT, CONTRACTOR SHALL COORDINATE REMOVAL OF SLUDGE WITH EP WATER'S COLLECTION SYSTEM CHIEF SUPERINTENDENT (ENRIQUE FUENTES 915-621-2045). REMOVE AND DISPOSE OF ALL EXISTING EQUIPMENT AND APPURTENANCES (TO INCLUDE PUMPS, PIPES, FITTINGS, VALVES, RAILS, CABLES, ELECTRICAL EQUIPMENT AND OTHER INCIDENTALS) WITHIN THE VALVE VAULT. REMOVE AND DISPOSE OF EXISTING CONCRETE WET WELL STRUCTURE TO JUST BELOW PVC FLOOR DRAINPIPE, A MINIMUM OF 10 FEET DEEP. CONTRACTOR TO FILL, COMPACT REMAINING WET WELL STRUCTURE IN ACCORDANCE WITH SPECIFICATIONS TO INCLUDE DIVISIONS 02 AND 31. EXISTING 18-INCH GRAVITY SANITARY SEWER MAIN TO BE CONCRETE PLUGGED AT WET WELL. REMAINING PIPE TO BE ABANDONED IN PLACE. SEE SHEET C3 FOR DETAIL. EXISTING 12-INCH FORCE MAIN TO BE CONCRETE PLUGGED 5-FEET INTO THE PIPE. REMAINING PIPE TO BE ABANDONED IN PLACE. SEE SHEET C3 FOR DETAIL. EXISTING WATER SERVICE LINE TO BE CUT AND PLUGGED AT PROPERTY LINE. AFTER DISCONNECTION/DECOMMISSIONING OF ELECTRICAL SERVICE, CONTRACTOR TO REMOVE AND DISPOSE OF WOODEN ELECTRICAL SERVICE POLE, UNDERGROUND AND ABOVE GROUND ELECTRICAL WIRING, CONDUIT AND ANY OTHER ELECTRICAL APPURTENANCES. EXISTING HOT MIX ASPHALT CEMENT (HMAC) PAVEMENT WITH BASE AND CONCRETE HEADER CURB (6"X12") TO BE REMOVED, SITE TO BE FINAL GRADED AS SPECIFIED. EXISTING CONTROL BUILDING TO BE REMOVED AND DISPOSED OF OFF-SITE. SEE SHEET C-3 FOR SECTION AND ELEVATIONS. 3'x3' CLEAN-OUT/BYPASS BOX TO BE REMOVED AND DISPOSED OF OFF-SITE.
AutoCAD SHX Text
%%UWITHIN ROCKWALL SITE
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
%%UOUTSIDE ROCKWALL SITE
AutoCAD SHX Text
12
AutoCAD SHX Text
EXISTING EL PASO ELECTRIC POLE TO REMAIN (NOT PART OF THIS CONTRACT). CONTRACTOR RESPONSIBLE FOR COORDINATION AND PAYMENT FOR INSULATION OF POWER LINES AS MAY BE REQUIRED BY EPEC FOR COMPLETION OF PROJECT REQUIREMENTS. EXISTING INLET GRAVITY LINE TO BE PLUGGED AT MANHOLE/WELL AND REGROUT MANHOLE INVERT FLOW PATTERN. SEE DETAIL SHEET C2. AREAS AND UTILITIES OUTSIDE ROCKWALL TO REMAIN UNDISTURBED UNLESS OTHERWISE NOTED EXISTING DRIVEWAY OUTSIDE ROCKWALL AND WROUGHT IRON GATE TO REMAIN. EXISTING SERVICE VALVE TO BE CLOSED AND WATER METER TO REMAIN. ROCKWALL TO BE REMOVED (±99 LF) AND DISPOSED OF PROPERLY OFFSITE
AutoCAD SHX Text
DRAINAGE FLOW
AutoCAD SHX Text
SPOT ELEVATION
AutoCAD SHX Text
EXISTING MAJOR CONTOUR
AutoCAD SHX Text
4085.0
AutoCAD SHX Text
EXISTING MINOR CONTOUR
AutoCAD SHX Text
4083.5
AutoCAD SHX Text
1. CONTRACTOR TO VERIFY SALVAGE OF EQUIPMENT WITH OWNER'S CONTRACTOR TO VERIFY SALVAGE OF EQUIPMENT WITH OWNER'S COLLECTION SYSTEM CHIEF SUPERINTENDENT (ENRIQUE FUENTES AT 915-621-2045). 2. AFTER REMOVAL, SALVAGE EXISTING ANTENNA AND SCADA AFTER REMOVAL, SALVAGE EXISTING ANTENNA AND SCADA EQUIPMENT TO OWNER. CONTACT ENRIQUE FUENTES 915-621-2045. 3. CONTRACTOR SHALL REMOVE AND DISPOSE OF (OFF-SITE) ALL CONTRACTOR SHALL REMOVE AND DISPOSE OF (OFF-SITE) ALL OTHER REMAINING EQUIPMENT, PIPING, FITTINGS, APPURTENANCES NOT SCHEDULED FOR SALVAGE. CONTRACTOR SHALL PROVIDE PROOF OF PROPER DISPOSAL. 4. CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTING CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. 5. CONTRACTOR TO VERIFY THAT ALL UTILITY SERVICES HAVE BEEN CONTRACTOR TO VERIFY THAT ALL UTILITY SERVICES HAVE BEEN DISCONNECTED OR DISCONTINUED. 6. DEMOLITION ACTIVITIES TO REMAIN WITHIN FENCED SITE. DISPOSE DEMOLITION ACTIVITIES TO REMAIN WITHIN FENCED SITE. DISPOSE OF DEBRIS IN ACCORDANCE WITH SPECIFICATIONS AND APPLICABLE REGULATORY REQUIREMENTS. 7. DEMOLITION AND FINAL SITE GRADING TO BE COMPLETED AS DEMOLITION AND FINAL SITE GRADING TO BE COMPLETED AS SPECIFIED AND/OR INDICATED IN THE PROJECT PLANS AND SPECIFICATIONS.
AutoCAD SHX Text
PROPOSED CONTOUR
AutoCAD SHX Text
4085
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
12
34
56
78
910
A B C D E F G
CLIN No. 0289
DRAWING NUMBER
SHEET No.
BYDATE REVISIONS SCALE
OF 10
H Terra2 LIFT STATION DECOMMISSIONING AND DEMOLITION
MESQUITE TRAILS L.S. (No.145) and PASEOS DEL SOL L.S. (No.147)
MESQUITE TRAILS LIFT STATION (No.145)VALVE PIT AND WET WELL DEMOLITION DETAILS
AND SECTIONSC26
AutoCAD SHX Text
LINE IS 2 INCHES AT FULL SCALE
AutoCAD SHX Text
(IF NOT 2" - SCALE ACCORDINGLY)
AutoCAD SHX Text
W.O.
AutoCAD SHX Text
APPD. BY:
AutoCAD SHX Text
CHKD. BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
HOR:
AutoCAD SHX Text
VER:
AutoCAD SHX Text
061319-3
AutoCAD SHX Text
11/7/19
AutoCAD SHX Text
R.A.L.
AutoCAD SHX Text
J.P.H.
AutoCAD SHX Text
S.T.M.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
2020 E. MILLS AVENUE El Paso, TX 79901
AutoCAD SHX Text
(915) 533-1418 FAX: (915) 533-4972
AutoCAD SHX Text
TBPE FIRM NO. F-2103
AutoCAD SHX Text
TBPLS FIRM NO. 10060700
AutoCAD SHX Text
ENGINEERING. SURVEYING. SOLUTIONS.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
JOSE HERNANDEZ
AutoCAD SHX Text
X
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
114310
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
5/26/2020
AutoCAD SHX Text
TO BE REMOVED AND DISPOSED OF PROPERLY OFF-SITE
AutoCAD SHX Text
CONCRETE WELL ENCLOSURE TO REMAIN AND TO BE BACKFILLED
AutoCAD SHX Text
JPH
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
1. CONTRACTOR TO COORDINATE EQUIPMENT FOR SALVAGE WITH OWNER, CONTACT ENRIQUE FUENTES AT CONTRACTOR TO COORDINATE EQUIPMENT FOR SALVAGE WITH OWNER, CONTACT ENRIQUE FUENTES AT 915-621-2045. ALL REMAINING EQUIPMENT TO BE DEMOLISHED AND DISPOSED OF PER SPECIFICATIONS. 2. RECORDS INDICATE EL PASO ELECTRIC COMPANY SERVICE HAS NOT BEEN DISCONNECTED, CONTRACTOR TO RECORDS INDICATE EL PASO ELECTRIC COMPANY SERVICE HAS NOT BEEN DISCONNECTED, CONTRACTOR TO COORDINATE. 3. CONTRACTOR SHALL DEMOLISH AND DISPOSE OF DEBRIS IN ACCORDANCE WITH SPECIFICATIONS TO INCLUDE CONTRACTOR SHALL DEMOLISH AND DISPOSE OF DEBRIS IN ACCORDANCE WITH SPECIFICATIONS TO INCLUDE MANIFEST FOR DISPOSAL.
AutoCAD SHX Text
%%UGENERAL NOTES:
AutoCAD SHX Text
%%UDEMOLITION KEY NOTES:
AutoCAD SHX Text
IF WET WELL HAS SLUDGE IN IT, CONTRACTOR SHALL COORDINATE REMOVAL OF SLUDGE WITH EPWATER'S COLLECTION SYSTE CHIEF SUPERINTENDENT (ENRIQUE FUENTES 915-621-2045). REMOVE AND DISPOSE OF ALL EXISTING EQUIPMENT AND APPURTENANCES (TO INCLUDE PUMPS, PIPES, FITTINGS, VALVES, RAILS, CABLES, ELECTRICAL EQUIPMENT AND OTHER INCIDENTALS) WITHIN THE VALVE VAULT. REMOVE AND DISPOSE OF EXISTING CONCRETE WET WELL STRUCTURE TO JUST BELOW PVC FLOOR DRAINPIPE, A MINIMUM OF 10 FEET DEEP. CONTRACTOR TO FILL, COMPACT REMAINING WET WELL STRUCTURE IN ACCORDANCE WITH SPECIFICATIONS TO INCLUDE DIVISIONS 02 AND 31. EXISTING 12-INCH FORCEMAIN (APPROX DEPTH 5-6 FEET) AND APPURTENANCES TO BE ABANDONED IN PLACE. 12-INCH FORCEMAIN TO BE CONCRETE CAPPED 5' INTO PIPE AND ABANDONED. SEE SHEET C3. REMOVE AND DISPOSE OF ALL OTHER SITE PIPING, CONDUITS AND CONCRETE PADS. EXISTING 18-INCH PVC GRAVITY PIPE TO BE CUT AND CONCRETE CAPPED AT THE INSIDE OF THE THE WET WELL. SEE DETAIL ON SHEET C3.
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
5
AutoCAD SHX Text
TO BE DEMOLISHED AND REMOVED
AutoCAD SHX Text
TO BE BACK-FILLED (SEE SPECIFICATIONS FOR TYPE OF MATERIAL)
AutoCAD SHX Text
APPROX. 10'
AutoCAD SHX Text
APPROX. 14.5'
AutoCAD SHX Text
6'
AutoCAD SHX Text
APPROX. 12' INSIDE DIAMETER
AutoCAD SHX Text
3'x3' CONCRETE BOX WITH STEEL PLATE COVER
AutoCAD SHX Text
6
AutoCAD SHX Text
6
AutoCAD SHX Text
INFORMATION SHOWN IS FOR REFERENCE ONLY AND IS BASED ON RECORD DATA PROVIDED BY THE CLIENT.
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
12
34
56
78
910
A B C D E F G
CLIN No. 0289
DRAWING NUMBER
SHEET No.
BYDATE REVISIONS SCALE
OF 10
H Terra2 LIFT STATION DECOMMISSIONING AND DEMOLITION
MESQUITE TRAILS L.S. (No.145) and PASEOS DEL SOL L.S. (No.147)
MESQUITE TRAILS LIFT STATION (No.145)CONTROL BUILDING DEMOLITION
DETAILS AND SECTIONSC37
FORCEMAIN CAP DETAIL
EAST BUILDING ELEVATION SOUTH BUILDING ELEVATION
BUILDING SECTION "A"
AutoCAD SHX Text
LINE IS 2 INCHES AT FULL SCALE
AutoCAD SHX Text
(IF NOT 2" - SCALE ACCORDINGLY)
AutoCAD SHX Text
W.O.
AutoCAD SHX Text
APPD. BY:
AutoCAD SHX Text
CHKD. BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
HOR:
AutoCAD SHX Text
VER:
AutoCAD SHX Text
061319-3
AutoCAD SHX Text
11/7/19
AutoCAD SHX Text
R.A.L.
AutoCAD SHX Text
J.P.H.
AutoCAD SHX Text
S.T.M.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
2020 E. MILLS AVENUE El Paso, TX 79901
AutoCAD SHX Text
(915) 533-1418 FAX: (915) 533-4972
AutoCAD SHX Text
TBPE FIRM NO. F-2103
AutoCAD SHX Text
TBPLS FIRM NO. 10060700
AutoCAD SHX Text
ENGINEERING. SURVEYING. SOLUTIONS.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
JOSE HERNANDEZ
AutoCAD SHX Text
X
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
114310
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
5/26/2020
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
TO BE DEMOLISHED
AutoCAD SHX Text
APPROX. 12'
AutoCAD SHX Text
APPROX. 12'
AutoCAD SHX Text
APPROX. 8'
AutoCAD SHX Text
12" FORCEMAIN TO BE ABANDONED IN PLACE
AutoCAD SHX Text
MASTIC SEALANT
AutoCAD SHX Text
BOLT CAP ALL AROUND
AutoCAD SHX Text
CAP
AutoCAD SHX Text
CONCRETE PLUG
AutoCAD SHX Text
WET WELL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
6"
AutoCAD SHX Text
INFORMATION SHOWN IS FOR REFERENCE ONLY AND IS BASED ON RECORD DATA PROVIDED BY THE CLIENT.
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
PASEO AZUL DR.PASEO AZUL DR.
SS
B
B
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
12
34
56
78
910
A B C D E F G
CLIN No. 0289
DRAWING NUMBER
SHEET No.
BYDATE REVISIONS SCALE
OF 10
H Terra2 LIFT STATION DECOMMISSIONING AND DEMOLITION
MESQUITE TRAILS L.S. (No.145) and PASEOS DEL SOL L.S. (No.147)
PASEO DEL SOL LIFT STATION (No.147)DEMOLITION AND GRADING PLANS C4
8
DEMOLITION PLAN GRADING PLAN
( IN FEET )
N
DEMOLITION KEY NOTES:
AutoCAD SHX Text
PROJECT LIMITS
AutoCAD SHX Text
PROJECT LIMITS
AutoCAD SHX Text
EXISTING ROCKWALL TO REMAIN
AutoCAD SHX Text
4090
AutoCAD SHX Text
4089.5
AutoCAD SHX Text
4089
AutoCAD SHX Text
4090.5
AutoCAD SHX Text
4091
AutoCAD SHX Text
4091
AutoCAD SHX Text
4090.5
AutoCAD SHX Text
4091
AutoCAD SHX Text
4091
AutoCAD SHX Text
4090.5
AutoCAD SHX Text
4090
AutoCAD SHX Text
4089.5
AutoCAD SHX Text
4089
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
EXISTING ROCKWALL TO REMAIN
AutoCAD SHX Text
(52' RIGHT-OF-WAY)
AutoCAD SHX Text
MB
AutoCAD SHX Text
MB
AutoCAD SHX Text
MB
AutoCAD SHX Text
MB
AutoCAD SHX Text
MB
AutoCAD SHX Text
MB
AutoCAD SHX Text
EXISTING CONCRETE DRIVEWAY APRON AND CHAIN LINK GATE TO REMAIN
AutoCAD SHX Text
4090
AutoCAD SHX Text
4090
AutoCAD SHX Text
MAIL BOXES
AutoCAD SHX Text
4090
AutoCAD SHX Text
4091
AutoCAD SHX Text
EXISTING WATER VALVE BOX TO REMAIN, BOX TO BE REMOVED BY OTHERS
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
PROJECT LIMITS
AutoCAD SHX Text
(52' RIGHT-OF-WAY)
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
PROJECT LIMITS
AutoCAD SHX Text
12" PVC GRAVITY MAIN TO REMAIN, PIPE SEGMENT TO BE REMOVED BY OTHERS
AutoCAD SHX Text
EXISTING MANHOLE TO REMAIN
AutoCAD SHX Text
14
AutoCAD SHX Text
8
AutoCAD SHX Text
6
AutoCAD SHX Text
15
AutoCAD SHX Text
4
AutoCAD SHX Text
7
AutoCAD SHX Text
5
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
11
AutoCAD SHX Text
14
AutoCAD SHX Text
13
AutoCAD SHX Text
12
AutoCAD SHX Text
16
AutoCAD SHX Text
%%P49.00'
AutoCAD SHX Text
LINE IS 2 INCHES AT FULL SCALE
AutoCAD SHX Text
(IF NOT 2" - SCALE ACCORDINGLY)
AutoCAD SHX Text
W.O.
AutoCAD SHX Text
APPD. BY:
AutoCAD SHX Text
CHKD. BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
HOR:
AutoCAD SHX Text
VER:
AutoCAD SHX Text
061319-3
AutoCAD SHX Text
11/7/19
AutoCAD SHX Text
R.A.L.
AutoCAD SHX Text
J.P.H.
AutoCAD SHX Text
S.T.M.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
2020 E. MILLS AVENUE El Paso, TX 79901
AutoCAD SHX Text
(915) 533-1418 FAX: (915) 533-4972
AutoCAD SHX Text
TBPE FIRM NO. F-2103
AutoCAD SHX Text
TBPLS FIRM NO. 10060700
AutoCAD SHX Text
ENGINEERING. SURVEYING. SOLUTIONS.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
JOSE HERNANDEZ
AutoCAD SHX Text
X
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
114310
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
5/26/2020
AutoCAD SHX Text
SCALE: 1"=10'
AutoCAD SHX Text
SCALE: 1"=10'
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
5
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
TO BE DEMOLISHED
AutoCAD SHX Text
DRAINAGE FLOW
AutoCAD SHX Text
SPOT ELEVATION
AutoCAD SHX Text
EXISTING MAJOR CONTOUR
AutoCAD SHX Text
4090
AutoCAD SHX Text
EXISTING MINOR CONTOUR
AutoCAD SHX Text
4090.5
AutoCAD SHX Text
%%UGENERAL NOTES:
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
IF WET WELL HAS SLUDGE IN IT, CONTRACTOR SHALL COORDINATE REMOVAL OF SLUDGE WITH EPWATER'S COLLECTION SYSTEM CHIEF SUPERINTENDENT (ENRIQUE FUENTES 915-621-2045). REMOVE AND DISPOSE OF ALL EXISTING EQUIPMENT AND APPURTENANCES (TO INCLUDE PUMPS, PIPES, FITTINGS, VALVES, RAILS, CABLES, ELECTRICAL EQUIPMENT AND OTHER INCIDENTALS) WITHIN THE VALVE VAULT. REMOVE AND DISPOSE OF EXISTING CONCRETE WET WELL STRUCTURE TO JUST BELOW PVC FLOOR DRAINPIPE, A MINIMUM OF 10 FEET DEEP. CONTRACTOR TO FILL, COMPACT REMAINING WET WELL STRUCTURE IN ACCORDANCE WITH SPECIFICATIONS TO INCLUDE DIVISIONS 02 AND 31. EXISTING 12-INCH GRAVITY SANITARY SEWER MAIN TO BE CONCRETE PLUGGED AT WET WELL. REMAINING PIPE TO BE ABANDONED IN PLACE. SEE SHEET C3 FOR DETAIL. EXISTING 6-INCH FORCE MAIN TO BE CONCRETE PLUGGED 5-FEET INTO THE PIPE. REMAINING PIPE TO BE ABANDONED IN PLACE. SEE SHEET C3 FOR DETAIL. EXISTING WATER SERVICE LINE TO BE CUT AND PLUGGED AT PROPERTY LINE. AFTER DISCONNECTION/DECOMMISSIONING OF ELECTRICAL SERVICE, CONTRACTOR TO REMOVE AND DISPOSE OF UNDERGROUND AND ABOVE GROUND ELECTRICAL WIRING, CONDUIT AND ANY OTHER ELECTRICAL APPURTENANCES. EL PASO ELECTRIC TO REMOVE TRANSFORMERS. EXISTING CONCRETE PAVEMENT WITH BASE AND CONCRETE HEADER CURB TO BE REMOVED AND DISPOSED, SITE TO BE FINAL GRADED AS SPECIFIED. EXISTING ODOR CONTROL UNIT TO BE REMOVED AND DISPOSED OF PROPERLY OFF-SITE. EXISTING FORCE MAIN CLEAN-OUT AND BY-PASS CONCRETE BOX TO BE REMOVED AND DISPOSED OF PROPERLY OFF-SITE. ACCESS TO EXISTING MAILBOX UNITS SHALL REMAIN AVAILABLE THROUGHOUT PROJECT. EXISTING CONTROL BUILDING TO BE REMOVED AND DISPOSED OF OFFSITE. SEE SHEET C3 FOR SECTION AND ELEVATIONS.
AutoCAD SHX Text
%%UWITHIN ROCKWALL SITE
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
%%UOUTSIDE ROCKWALL SITE
AutoCAD SHX Text
1. CONTRACTOR TO VERIFY SALVAGE OF EQUIPMENT WITH OWNER'S CONTRACTOR TO VERIFY SALVAGE OF EQUIPMENT WITH OWNER'S COLLECTION SYSTEM CHIEF SUPERINTENDENT (ENRIQUE FUENTES 915-621-2045). 2. AFTER REMOVAL, SALVAGE EXISTING ANTENNA AND SCADA AFTER REMOVAL, SALVAGE EXISTING ANTENNA AND SCADA EQUIPMENT TO OWNER. CONTACT ENRIQUE FUENTES 915-621-2045. 3. CONTRACTOR SHALL REMOVE AND DISPOSE OF (OFF-SITE) ALL CONTRACTOR SHALL REMOVE AND DISPOSE OF (OFF-SITE) ALL OTHER REMAINING EQUIPMENT, PIPING, FITTINGS, APPURTENANCES NOT SCHEDULED FOR SALVAGE. CONTRACTOR SHALL PROVIDE PROOF OF PROPER DISPOSAL. 4. CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTING CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. 5. CONTRACTOR TO VERIFY THAT ALL UTILITY SERVICES HAVE BE CONTRACTOR TO VERIFY THAT ALL UTILITY SERVICES HAVE BE DISCONNECTED OR DISCONTINUED. 6. DEMOLITION ACTIVITIES TO REMAIN WITHIN FENCED SITE. DISPOSE DEMOLITION ACTIVITIES TO REMAIN WITHIN FENCED SITE. DISPOSE OF DEBRIS IN ACCORDANCE WITH SPECIFICATIONS AND APPLICABLE REGULATORY REQUIREMENTS. 7. DEMOLITION AND FINAL SITE GRADING TO BE COMPLETED AS DEMOLITION AND FINAL SITE GRADING TO BE COMPLETED AS SPECIFIED AND/OR INDICATED IN THE PROJECT PLANS AND SPECIFICATIONS.
AutoCAD SHX Text
PROPOSED CONTOUR
AutoCAD SHX Text
4085
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
EXISTING INLET GRAVITY LINE TO BE CUT AND PLUGGED AT MANHOLE. SEE DETAIL SHEET C3. AREAS AND UTILITIES OUTSIDE ROCKWALL TO REMAIN UNDISTURBED UNLESS OTHERWISE NOTED EXISTING DRIVEWAY OUTSIDE ROCKWALL AND CHAIN-LINK GATE TO REMAIN. ROCKWALL TO BE REMOVED (±49 LF) AND DISPOSED OF PROPERLY OFFSITE.
AutoCAD SHX Text
16
AutoCAD SHX Text
12
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
12
34
56
78
910
A B C D E F G
CLIN No. 0289
DRAWING NUMBER
SHEET No.
BYDATE REVISIONS SCALE
OF 10
H Terra2 LIFT STATION DECOMMISSIONING AND DEMOLITION
MESQUITE TRAILS L.S. (No.145) and PASEOS DEL SOL L.S. (No.147)
PASEO DEL SOL LIFT STATION (No.147)VALVE PIT AND WET WELL DEMOLITION DETAILS
AND SECTIONSC59
DEMOLITION KEY NOTES:
GENERAL NOTES:
LIFT STATION SECTION
LIFT STATION SECTION PLAN
AutoCAD SHX Text
LINE IS 2 INCHES AT FULL SCALE
AutoCAD SHX Text
(IF NOT 2" - SCALE ACCORDINGLY)
AutoCAD SHX Text
W.O.
AutoCAD SHX Text
APPD. BY:
AutoCAD SHX Text
CHKD. BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
HOR:
AutoCAD SHX Text
VER:
AutoCAD SHX Text
061319-3
AutoCAD SHX Text
11/7/19
AutoCAD SHX Text
R.A.L.
AutoCAD SHX Text
J.P.H.
AutoCAD SHX Text
S.T.M.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
2020 E. MILLS AVENUE El Paso, TX 79901
AutoCAD SHX Text
(915) 533-1418 FAX: (915) 533-4972
AutoCAD SHX Text
TBPE FIRM NO. F-2103
AutoCAD SHX Text
TBPLS FIRM NO. 10060700
AutoCAD SHX Text
ENGINEERING. SURVEYING. SOLUTIONS.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
JOSE HERNANDEZ
AutoCAD SHX Text
X
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
114310
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
5/26/2020
AutoCAD SHX Text
TO BE REMOVED AND DISPOSED OF PROPERLY OFF-SITE
AutoCAD SHX Text
CONCRETE WELL ENCLOSURE TO REMAIN AND TO BE BACKFILLED
AutoCAD SHX Text
REVISED DEMO/BACK-FILL HATCH
AutoCAD SHX Text
JPH
AutoCAD SHX Text
1. OWNER HAS REMOVED EQUIPMENT FOR SALVAGE UNLESS NOTED OTHERWISE NOTED. ALL REMAINING EQUIPMENT TO BE OWNER HAS REMOVED EQUIPMENT FOR SALVAGE UNLESS NOTED OTHERWISE NOTED. ALL REMAINING EQUIPMENT TO BE DEMOLISHED AND DISPOSED OF PER SPECIFICATIONS. 2. RECORDS INDICATE EL PASO ELECTRIC COMPANY SERVICE HAS BEEN DISCONNECTED, CONTRACTOR TO VERIFY. RECORDS INDICATE EL PASO ELECTRIC COMPANY SERVICE HAS BEEN DISCONNECTED, CONTRACTOR TO VERIFY. 3. CONTRACTOR SHALL DEMOLISH AND DISPOSE OF DEBRIS IN ACCORDANCE WITH SPECIFICATIONS TO INCLUDE MANIFEST CONTRACTOR SHALL DEMOLISH AND DISPOSE OF DEBRIS IN ACCORDANCE WITH SPECIFICATIONS TO INCLUDE MANIFEST FOR DISPOSAL.
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
TO BE DEMOLISHED
AutoCAD SHX Text
TO BE BACK-FILLED (SEE SPECIFICATIONS FOR TYPE OF MATERIAL)
AutoCAD SHX Text
APPRX. 10'
AutoCAD SHX Text
APPRX. 10'
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
IF WET WELL HAS SLUDGE IN IT, CONTRACTOR SHALL COORDINATE REMOVAL OF SLUDGE WITH EPWATER'S COLLECTION SYSTEM CHIEF SUPERINTENDENT (ENRIQUE FUENTES 915-621-2045). REMOVE AND DISPOSE OF ALL EXISTING EQUIPMENT AND APPURTENANCES (TO INCLUDE PUMPS, PIPES, FITTINGS, VALVES, RAILS, CABLES, ELECTRICAL EQUIPMENT AND OTHER INCIDENTALS) WITHIN THE VALVE VAULT. REMOVE AND DISPOSE OF EXISTING CONCRETE WET WELL STRUCTURE TO JUST BELOW PVC FLOOR DRAINPIPE, A MINIMUM OF 10 FEET DEEP. CONTRACTOR TO FILL, COMPACT REMAINING WET WELL STRUCTURE IN ACCORDANCE WITH SPECIFICATIONS TO INCLUDE DIVISIONS 02 AND 31. EXISTING 12-INCH GRAVITY SANITARY SEWER MAIN TO BE CONCRETE PLUGGED AT WET WELL. REMAINING PIPE TO BE ABANDONED IN PLACE. SEE SHEET C3 FOR DETAIL. EXISTING 6-INCH FORCE MAIN TO BE CONCRETE PLUGGED 5-FEET INTO THE PIPE. REMAINING PIPE TO BE ABANDONED IN PLACE. SEE SHEET C3 FOR DETAIL. EXISTING ODOR CONTROL UNIT TO BE REMOVED AND DISPOSED OF PROPERLY OFF-SITE. EXISTING FORCE MAIN CLEAN-OUT AND BY-PASS CONCRETE BOX TO BE REMOVED AND DISPOSED OF PROPERLY OFF-SITE.
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
2
AutoCAD SHX Text
5
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
INFORMATION SHOWN IS FOR REFERENCE ONLY AND IS BASED ON RECORD DATA PROVIDED BY THE CLIENT.
AutoCAD SHX Text
5
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
12
34
56
78
910
A B C D E F G
CLIN No. 0289
DRAWING NUMBER
SHEET No.
BYDATE REVISIONS SCALE
OF 10
H Terra2 LIFT STATION DECOMMISSIONING AND DEMOLITION
MESQUITE TRAILS L.S. (No.145) and PASEOS DEL SOL L.S. (No.147)
PASEO DEL SOL LIFT STATION (No. 147)CONTROL BUILDING DEMOLITION
DETAILS AND SECTIONSC610
NORTH BUILDING ELEVATION EAST BUILDING ELEVATION
BUILDING SECTION "B"
AutoCAD SHX Text
LINE IS 2 INCHES AT FULL SCALE
AutoCAD SHX Text
(IF NOT 2" - SCALE ACCORDINGLY)
AutoCAD SHX Text
W.O.
AutoCAD SHX Text
APPD. BY:
AutoCAD SHX Text
CHKD. BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
HOR:
AutoCAD SHX Text
VER:
AutoCAD SHX Text
061319-3
AutoCAD SHX Text
11/7/19
AutoCAD SHX Text
R.A.L.
AutoCAD SHX Text
J.P.H.
AutoCAD SHX Text
S.T.M.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
2020 E. MILLS AVENUE El Paso, TX 79901
AutoCAD SHX Text
(915) 533-1418 FAX: (915) 533-4972
AutoCAD SHX Text
TBPE FIRM NO. F-2103
AutoCAD SHX Text
TBPLS FIRM NO. 10060700
AutoCAD SHX Text
ENGINEERING. SURVEYING. SOLUTIONS.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
JOSE HERNANDEZ
AutoCAD SHX Text
X
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
114310
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
5/26/2020
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
TO BE DEMOLISHED
AutoCAD SHX Text
APPROX. 12'
AutoCAD SHX Text
APPROX. 8'
AutoCAD SHX Text
APPROX. 12'
AutoCAD SHX Text
INFORMATION SHOWN IS FOR REFERENCE ONLY AND IS BASED ON RECORD DATA PROVIDED BY THE CLIENT.
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE