PROJECT LOCATION MAP PROJECT VICINITY MAP SOUTH VALLEY WATER RECLAMATION FACILITY CLARIFIER REHABILITATION PROJECT PROJECT # 026-2017-003 DATE: 03/30/2017 VERIFY SCALE: BAR IS 1" IN ORIGINAL DRAWING DRAWING SHEET OF 7 REVISIONS REVISION DATE DRAWN BY CHECKED BY DESCRIPTION SVWRF CLARIFIER REHABILITATION PROJECT DRAFT 05/19/2017 B. ABEL J. OLDROYD TITLE AND INDEX G-01 1
Transcript
PROJECT LOCATION MAP PROJECT VICINITY MAP
SOUTH VALLEY WATER RECLAMATION FACILITY
CLARIFIER REHABILITATION PROJECT
PR
OJE
CT
#
026-2017-003
DA
TE
: 03/30/2017
VE
RIF
Y S
CA
LE
:
BA
R IS
1" IN
OR
IG
IN
AL D
RA
WIN
G
DRAWING
SHEET
OF 7
RE
VIS
IO
NS
RE
VIS
IO
ND
AT
ED
RA
WNB
YC
HE
CK
EDB
YD
ES
CR
IP
TIO
N
SV
WR
F C
LA
RIF
IE
R
RE
HA
BILIT
AT
IO
N P
RO
JE
CT
DR
AF
T0
5/1
9/2
01
7B
. A
BE
LJ. O
LD
RO
YD
TIT
LE
A
ND
IN
DE
X
G-01
1
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
N
AutoCAD SHX Text
PROJECT LOCATION
AutoCAD SHX Text
PROJECT LOCATION
AutoCAD SHX Text
SANDY
AutoCAD SHX Text
WEST JORDAN
AutoCAD SHX Text
LEHI
AutoCAD SHX Text
DRAPER
AutoCAD SHX Text
OREM
AutoCAD SHX Text
PLEASANT GROVE
AutoCAD SHX Text
CONSTRUCTION DRAWINGS FOR
AutoCAD SHX Text
WEST JORDAN
AutoCAD SHX Text
N
AutoCAD SHX Text
JUNE 2017
AutoCAD SHX Text
INDEX OF DRAWINGS
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DRAWING TITLE
AutoCAD SHX Text
DWG NO.
AutoCAD SHX Text
GENERAL
AutoCAD SHX Text
1
AutoCAD SHX Text
TITLE, INDEX OF DRAWINGS, PROJECT LOCATION AND VICINITY MAPS
AutoCAD SHX Text
G-01
AutoCAD SHX Text
2
AutoCAD SHX Text
ABBREVIATIONS AND GENERAL NOTES
AutoCAD SHX Text
G-02
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text
3
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
C-01
AutoCAD SHX Text
4
AutoCAD SHX Text
CLARIFIER 3
AutoCAD SHX Text
C-02
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
5
AutoCAD SHX Text
DETAILS 1
AutoCAD SHX Text
D-01
AutoCAD SHX Text
6
AutoCAD SHX Text
DETAILS 2
AutoCAD SHX Text
D-02
AutoCAD SHX Text
7
AutoCAD SHX Text
DETAILS 3
AutoCAD SHX Text
D-03
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
NO. 190844
AutoCAD SHX Text
JARED
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
U
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
H
AutoCAD SHX Text
OLDROYD
·
·
·
·
PR
OJE
CT
#
026-2017-003
DA
TE
: 03/30/2017
VE
RIF
Y S
CA
LE
:
BA
R IS
1" IN
OR
IG
IN
AL D
RA
WIN
G
DRAWING
SHEET
OF 7
RE
VIS
IO
NS
RE
VIS
IO
ND
AT
ED
RA
WNB
YC
HE
CK
EDB
YD
ES
CR
IP
TIO
N
SV
WR
F C
LA
RIF
IE
R
RE
HA
BILIT
AT
IO
N P
RO
JE
CT
DR
AF
T0
5/1
9/2
01
7B
. A
BE
LJ. O
LD
RO
YD
GE
NE
RA
L N
OT
ES
,
CO
NT
AC
TS A
ND
AB
BR
EV
IA
TIO
NS
G-02
2
AutoCAD SHX Text
@ AT AT AB ANCHOR BOLT ANCHOR BOLT ADD'L ADDITIONAL ADDITIONAL AL ALUMINUM ALUMINUM APPROX APPROXIMATE APPROXIMATE ASSY ASSEMBLY ASSEMBLY BLDG BUILDING BUILDING BOT BOTTOM BOTTOM BTWN BETWEEN BETWEEN C CONDUIT CONDUIT CB CATCH BASIN CATCH BASIN CFM CUBIC FEET PER MINUTE CUBIC FEET PER MINUTE CL CENTERLINE CENTERLINE CLR CLEAR, CLEARANCE CLEAR, CLEARANCE CO CLEAN OUT BOX CLEAN OUT BOX CONC CONCRETE CONCRETE CONN CONNECTION CONNECTION CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS CPLG COUPLING COUPLING CTRD CENTERED CENTERED CTR CENTER CENTER CU FT CUBIC FOOT CUBIC FOOT DEFL DEFLECTION DEFLECTION DI DUCTILE IRON DUCTILE IRON DIA DIAMETER DIAMETER DWG DRAWING DRAWING DWL DOWEL DOWEL EA EACH EACH EF EACH FACE EACH FACE EJC EAST JORDAN CANAL EAST JORDAN CANAL EL ELEVATION ELEVATION ELB ELBOW ELBOW EQ EQUAL EQUAL EQL SP EQUALLY SPACED EQUALLY SPACED EQUIP EQUIPMENT EQUIPMENT EW EACH WAY EACH WAY EXIST EXISTING EXISTING FG FINISH GRADE FINISH GRADE FL FLOW LINE FLOW LINE FLG FLANGE FLANGE FLR FLOOR FLOOR FNSH FINISH FINISH FT FEET OR FOOT FEET OR FOOT FTG FOOTING FOOTING G GAS GAS GA GAGE OR GAUGE GAGE OR GAUGE GALV GALVANIZED GALVANIZED GE GROOVED END GROOVED END GPM GALLONS PER MINUTE GALLONS PER MINUTE GS GAS SERVICE LATERAL GAS SERVICE LATERAL HORIZ HORIZONTAL HORIZONTAL HP HORSE POWER HORSE POWER HSS HIGH STRENGTH STEEL HIGH STRENGTH STEEL IE INVERT ELEVATION INVERT ELEVATION INVT INVERT INVERT J&SLC JORDAN & SALT LAKE CANAL JORDAN & SALT LAKE CANAL JT JOINT JOINT LF LINEAR FEET LINEAR FEET LG LONG LONG LT LEFT LEFT MATL MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MFR MANUFACTURER MANUFACTURER MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS N NORTH NORTH NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER OPNG OPENING OPENING PH POTHOLE POTHOLE PS PUMPED SEWER PUMPED SEWER PT POINT POINT PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PW POTABLE WATER POTABLE WATER R RADIUS RADIUS RCP REINFORCED CONCRTE PIPE REINFORCED CONCRTE PIPE RCB REINFORCED BOX CULVERT REINFORCED BOX CULVERT RDCR REDUCER REDUCER REINF REINFORCED, REINFORCING REINFORCED, REINFORCING REQD REQUIRED REQUIRED RT RIGHT RIGHT RW RAW WATER RAW WATER SCH SCHEDULE SCHEDULE SD STORM DRAIN STORM DRAIN SIM SIMILAR SIMILAR SLP SLOPE SLOPE SPD SUMP PUMP DISCHARGE SUMP PUMP DISCHARGE SPEC SPECIFICATION (S) SPECIFICATION (S) SQ SQUARE SQUARE SS SANITARY SEWER SANITARY SEWER SSL SEWER SERVICE LATERAL SEWER SERVICE LATERAL SST STAINLESS STEEL STAINLESS STEEL STA STATION STATION STD STANDARD STANDARD STL STEEL STEEL STRL STRUCTURAL STRUCTURAL STRUCT STRUCTURE STRUCTURE T&B TOP AND BOTTOM TOP AND BOTTOM TBC TOP BACK CURB TOP BACK CURB TDH TOTAL DEPTH IN HEAD TOTAL DEPTH IN HEAD TEL TELEPHONE TELEPHONE THK THICK OR THICKNESS THICK OR THICKNESS TOA TOP OF ASPHALT TOP OF ASPHALT TOG TOP OF GRATE TOP OF GRATE TOW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL UTBC UNTREATED BASE COURSE UNTREATED BASE COURSE VCP VENT PIPING VENT PIPING W WATER OR WEST WATER OR WEST W/ WITH WITH W/O WITHOUT WITHOUT WSTP WATERSTOP WATERSTOP WS WATER SERVICE LATERAL WATER SERVICE LATERAL
AutoCAD SHX Text
ABBREVIATIONS
AutoCAD SHX Text
GENERAL NOTES 1. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR SAFETY OF THE JOBSITE. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR SAFETY OF THE JOBSITE. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFORMANCE WITH LOCAL AND FEDERAL CODES GOVERNING SAFETY. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE PUBLIC AND PROTECTION OF PERSONNEL AND WORKERS. 2. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS (INCLUDING PERMIT FEES) AND COMPLY WITH THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS (INCLUDING PERMIT FEES) AND COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF ALL GOVERNMENTAL ENTITIES HAVING JURISDICTION. 3. CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PRESERVE AND PROTECT EXISTING STRUCTURES, WALLS, DRIVEWAYS, FENCES, CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PRESERVE AND PROTECT EXISTING STRUCTURES, WALLS, DRIVEWAYS, FENCES, LANDSCAPING, TREES, CURB AND GUTTER, SIDEWALK, AND OTHER IMPROVEMENTS. ANY SUCH IMPROVEMENTS REMOVED OR DAMAGED BY CONTRACTOR'S ACTIVITY SHALL BE REPLACED OR REPAIRED TO ORIGINAL OR BETTER CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR. 4. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES, PIPE SIZES AND OTHER UTILITIES CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES, PIPE SIZES AND OTHER UTILITIES BEFORE ANY CONSTRUCTION. 5. UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS, AND SHOULD BE UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS, AND SHOULD BE CONSIDERED APPROXIMATE AND FOR GENERAL INFORMATION ONLY. CONTRACTOR IS REQUIRED TO CONTACT BLUE STAKES AND IS RESPONSIBLE TO LOCATE AND PROTECT ALL UTILITIES IN THE PROJECT AREA, INCLUDING THOSE THAT MAY NOT BE SHOWN OR THAT MAY BE SHOWN INCORRECTLY. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REPAIR OF ANY UTILITY DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS. RELOCATIONS AND/OR REPLACEMENTS OF EXISTING UTILITIES SHALL BE COORDINATED BY THE CONTRACTOR WITH THE UTILITY OWNER. CONTRACTOR SHALL CONTACT, SCHEDULE, AND ESTABLISH ANY REQUIRED UTILITY SHUT DOWN TIMES AND DETERMINE THE RELOCATION AND/OR REPLACEMENT REQUIREMENTS OF EXISTING UTILITIES PRIOR TO THE START OF ANY WORK. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS. ANY DISCREPANCIES OBSERVED BY THE CONTRACTOR SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 6. CONTRACTORS ACCESS SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 7:00 PM MONDAY - FRIDAY. CONTRACTORS ACCESS SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 7:00 PM MONDAY - FRIDAY. CLARIFIER REPAIR AND REHABILITATION NOTES 1. SVWRF CLARIFIER NUMBER 3 AND 5 REHABILITATION PROJECT SVWRF CLARIFIER NUMBER 3 AND 5 REHABILITATION PROJECT THE WORK OF THIS CONTRACT INCLUDES BUT IS NOT LIMITED TO: A. REPLACEMENT OF THE EDI GATES, INCLUDING NEW CHAIN AND HINGE. REPLACEMENT OF THE EDI GATES, INCLUDING NEW CHAIN AND HINGE. B. MODIFICATION OF FEEDWELL FRP PANEL CONNECTIONS WITH STAINLESS STEEL THROUGH BOLTS. MODIFICATION OF FEEDWELL FRP PANEL CONNECTIONS WITH STAINLESS STEEL THROUGH BOLTS. C. REPLACEMENT OF SKIMMER BLADES AND REPAIR OF SKIMMER ASSEMBLY. REPLACEMENT OF SKIMMER BLADES AND REPAIR OF SKIMMER ASSEMBLY. D. REPLACEMENT OF VICTAULIC COUPLINGS AND GASKETS FOR SCUM BOX AND SCUM LINE. REPLACEMENT OF VICTAULIC COUPLINGS AND GASKETS FOR SCUM BOX AND SCUM LINE. E. REPLACEMENT OF SPRAY NOZZLES. REPLACEMENT OF SPRAY NOZZLES. F. REMOVAL OF DRIVE AND TRANSPORTATION OF DRIVE TO WESTECH FOR INSPECTION AND REHABILITATION. REINSTALLATION OF REMOVAL OF DRIVE AND TRANSPORTATION OF DRIVE TO WESTECH FOR INSPECTION AND REHABILITATION. REINSTALLATION OF DRIVE BY CONTRACTOR. G. BLASTING OFF PAINT AND RECOATING ENTIRE MECHANISM. REPLACEMENT OF CARBON STEEL ALL THREAD (CAGE TO RAKE) WITH BLASTING OFF PAINT AND RECOATING ENTIRE MECHANISM. REPLACEMENT OF CARBON STEEL ALL THREAD (CAGE TO RAKE) WITH STAINLESS STEEL ALL THREAD. H. REPLACEMENT OF CRACKED SHORT-CIRCUIT BAFFLES AS NEEDED. REPLACEMENT OF CRACKED SHORT-CIRCUIT BAFFLES AS NEEDED. I. REPLACEMENT OF NEOPRENE SQUEEGEES.REPLACEMENT OF NEOPRENE SQUEEGEES.
AutoCAD SHX Text
CONTACTS OWNER SOUTH VALLEY WATER RECLAMATION FACILITY TAIGON WORTHEN P.E. 801-495-5469 DESIGN FIRM ENGINEER JWO ENGINEERING, PLLC JARED OLDROYD PE 801-828-7805 OTHER CONTACTS GAS QUESTAR GAS (EMERGENCY) 800-767-1689 WESTECH JASEN LA RUE 801-265-1000
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
NO. 190844
AutoCAD SHX Text
JARED
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
U
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
H
AutoCAD SHX Text
OLDROYD
PR
OJE
CT
#
02
6-2
01
7-0
03
DA
TE
: 0
3/3
0/2
01
7
VE
RIF
Y S
CA
LE
:
BA
R IS
1
" IN
OR
IG
IN
AL
D
RA
WIN
G
DRAWING
SHEET
OF 7
RE
VIS
IO
NS
RE
VIS
IO
ND
AT
ED
RA
WN
BY
CH
EC
KE
DB
YD
ES
CR
IP
TIO
N
SV
WR
F C
LA
RIF
IE
R
RE
HA
BIL
IT
AT
IO
N P
RO
JE
CT
DR
AF
T0
5/1
9/2
01
7B
. A
BE
LJ. O
LD
RO
YD
SIT
E P
LA
N
C-01
3
AutoCAD SHX Text
SVWRF ACCESS
AutoCAD SHX Text
ACCESS GATE
AutoCAD SHX Text
CLARIFIER 1
AutoCAD SHX Text
1300 WEST (NEAREST STREET)
AutoCAD SHX Text
CLARIFIER 2
AutoCAD SHX Text
CLARIFIER 4
AutoCAD SHX Text
CLARIFIER 3
AutoCAD SHX Text
CLARIFIER 6
AutoCAD SHX Text
CLARIFIER 5
AutoCAD SHX Text
NOTES: THIS PROJECT INCLUDES REHABILITATION OF CLARIFIER 3 AND CLARIFIER 5. ALL OTHER CLARIFIERS AND PROCESSES SHALL REMAIN IN OPERATION. CONTRACTOR SHALL COORDINATE STAGING AND WORK IN A MANNER THAT WILL NOT INTERFERE WITH PLANT OPERATIONS AND MAINTENANCE.
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
N
AutoCAD SHX Text
0
AutoCAD SHX Text
25
AutoCAD SHX Text
50
AutoCAD SHX Text
100
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
NO. 190844
AutoCAD SHX Text
JARED
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
U
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
H
AutoCAD SHX Text
OLDROYD
PR
OJE
CT
#
02
6-2
01
7-0
03
DA
TE
: 0
3/3
0/2
01
7
VE
RIF
Y S
CA
LE
:
BA
R IS
1
" IN
OR
IG
IN
AL
D
RA
WIN
G
DRAWING
SHEET
OF 7
RE
VIS
IO
NS
RE
VIS
IO
ND
AT
ED
RA
WN
BY
CH
EC
KE
DB
YD
ES
CR
IP
TIO
N
SV
WR
F C
LA
RIF
IE
R
RE
HA
BIL
IT
AT
IO
N P
RO
JE
CT
DR
AF
T0
5/1
9/2
01
7B
. A
BE
LJ. O
LD
RO
YD
CL
AR
IF
IE
R 3
C-02
4
AutoCAD SHX Text
LAUNDER COVERS
AutoCAD SHX Text
FEEDWELL
AutoCAD SHX Text
SHORT RAKE ARM
AutoCAD SHX Text
LONG RAKE ARM
AutoCAD SHX Text
DRIVE CASE
AutoCAD SHX Text
CENTER ACCESS BRIDGE
AutoCAD SHX Text
SQUEEGEES
AutoCAD SHX Text
SQUEEGEES
AutoCAD SHX Text
SQUEEGEES
AutoCAD SHX Text
SQUEEGEES
AutoCAD SHX Text
DRIVE UNIT
AutoCAD SHX Text
SCUM SCRAPER
AutoCAD SHX Text
SCUM SCRAPER
AutoCAD SHX Text
EDI GATES
AutoCAD SHX Text
SCUM BAFFLE
AutoCAD SHX Text
SHORT-CIRCUIT BAFFLE
AutoCAD SHX Text
CLARIFIER 3
AutoCAD SHX Text
N
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
NO. 190844
AutoCAD SHX Text
JARED
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
U
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
H
AutoCAD SHX Text
OLDROYD
AutoCAD SHX Text
SCUM BOX
PR
OJE
CT
#
026-2017-003
DA
TE
: 03/30/2017
VE
RIF
Y S
CA
LE
:
BA
R IS
1" IN
OR
IG
IN
AL D
RA
WIN
G
DRAWING
SHEET
OF 7
RE
VIS
IO
NS
RE
VIS
IO
ND
AT
ED
RA
WNB
YC
HE
CK
EDB
YD
ES
CR
IP
TIO
N
SV
WR
F C
LA
RIF
IE
R
RE
HA
BILIT
AT
IO
N P
RO
JE
CT
DR
AF
T0
5/1
9/2
01
7B
. A
BE
LJ. O
LD
RO
YD
DE
TA
IL
S 1
D-01
5
AutoCAD SHX Text
PHOTO 1 NOTES: 1. (A)SCUM BAFFLE, (A)SCUM BAFFLE, (B) LAUNDER COVER, (C) SHORT-CIRCUIT BAFFLE 2. ADD WASHERS ON ALL SCUM BAFFLE BOLTS.ADD WASHERS ON ALL SCUM BAFFLE BOLTS.
AutoCAD SHX Text
PHOTO 2 NOTES: 1. (A) SCUM BAFFLE (A) SCUM BAFFLE (B) LAUNDER COVER (C) MISCELLANEOUS HARDWARE (D) LONG RAKE ARM 2. REMOVE MISCELLANEOUS HARDWARE ATTACHED TO AND REMOVE MISCELLANEOUS HARDWARE ATTACHED TO AND PROTRUDING ABOVE SCUM BAFFLE..
AutoCAD SHX Text
PHOTO 3 NOTES: 1. (A) LAUNDER COVER (A) LAUNDER COVER (B) RESTRAINING BUNGEE (C) LOCKING ARM 2. REPLACE LOCKING ARM WITH 1" LONGER ARM DESCRIBED IN DETAIL REPLACE LOCKING ARM WITH 1" LONGER ARM DESCRIBED IN DETAIL 3 AND REPLACE BUNGEE WITH NEW 31" BUNGEE.
AutoCAD SHX Text
PHOTO 4 NOTES: 1. (A) LAUNDER COVER (A) LAUNDER COVER (B) SCUM BAFFLE (C) THROUGH BOLT 2. REPLACE CARBON STEEL THROUGH BOLTS AND SELF-TAPPING REPLACE CARBON STEEL THROUGH BOLTS AND SELF-TAPPING SCREWS WITH STAINLESS STEEL THROUGH BOLTS.
AutoCAD SHX Text
PHOTO 5 NOTES: 1. (A) BRIDGE STRUCTURE (A) BRIDGE STRUCTURE (B) HANDRAIL (C) GRATING 2. REMOVE HANDRAIL AND GRATING. BLAST AND PAINT BRIDGE REMOVE HANDRAIL AND GRATING. BLAST AND PAINT BRIDGE STRUCTURE WITH EPOXY BASE AND URETHANE COAT ACCORDING TO SPECIFICATIONS. REINSTALL HANDRAIL AND GRATING.
AutoCAD SHX Text
PHOTO 6 NOTES: 1. (A) SHORT RAKE ARM (A) SHORT RAKE ARM (B) WELDED PLATE 2. USE WESTECH TO DIRECT AND APPROVE RAKE ARM ANGLE USE WESTECH TO DIRECT AND APPROVE RAKE ARM ANGLE ADJUSTMENT.
AutoCAD SHX Text
PHOTO 7 NOTES: 1. (A) SHORT RAKE ARM (A) SHORT RAKE ARM (B) WELDED PLATE 2. BLAST AND PAINT RAKE ARM WITH PAINT AS DESCRIBED IN BLAST AND PAINT RAKE ARM WITH PAINT AS DESCRIBED IN THE SPECIFICATIONS
AutoCAD SHX Text
PHOTO 8 NOTES: 1. (A) SCUM BAFFLE (A) SCUM BAFFLE (B) BRACKET (C) EFFLUENT LAUNDER WEIR 2. IDENTIFY BRACKETS WITH LOOSE CONNECTION AND REATTACH.IDENTIFY BRACKETS WITH LOOSE CONNECTION AND REATTACH.
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
NO. 190844
AutoCAD SHX Text
JARED
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
U
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
H
AutoCAD SHX Text
OLDROYD
PR
OJE
CT
#
026-2017-003
DA
TE
: 03/30/2017
VE
RIF
Y S
CA
LE
:
BA
R IS
1" IN
OR
IG
IN
AL D
RA
WIN
G
DRAWING
SHEET
OF 7
RE
VIS
IO
NS
RE
VIS
IO
ND
AT
ED
RA
WNB
YC
HE
CK
EDB
YD
ES
CR
IP
TIO
N
SV
WR
F C
LA
RIF
IE
R
RE
HA
BILIT
AT
IO
N P
RO
JE
CT
DR
AF
T0
5/1
9/2
01
7B
. A
BE
LJ. O
LD
RO
YD
DE
TA
IL
S 2
D-02
6
AutoCAD SHX Text
PHOTO 9 NOTES: 1. (A) INSULATED SPRAYER PIPE (A) INSULATED SPRAYER PIPE (B) DAMAGE IN PIPE INSULATION (C) WALKWAY BRIDGE 2. INSTALL NEW HEAT TRACE AND REPAIR INSULATION AROUND INSTALL NEW HEAT TRACE AND REPAIR INSULATION AROUND SPRAYER PIPE WITH NEW EMBOSSED ALUMINUM JACKETS.
PHOTO 11 NOTES: 1. (A) CLARIFIER WALL (A) CLARIFIER WALL (B) SAMPLING PIPES 2. REMOVE PIPES TO THE 90 ELBOW. CAP ELBOWS. REMOVE PIPES TO THE 90° ELBOW. CAP ELBOWS.
AutoCAD SHX Text
PHOTO 12 NOTES: 1. (A) SAMPLING BOX (A) SAMPLING BOX (B) SAMPLING PIPES 2. REMOVE UNUSED PIPES AND REPLACE WITH PLUGS.REMOVE UNUSED PIPES AND REPLACE WITH PLUGS.
AutoCAD SHX Text
PHOTO 13 NOTES: 1. REMOVE SKIMMER ARM CONNECTION AT FEEDWELL AND ATTACH REMOVE SKIMMER ARM CONNECTION AT FEEDWELL AND ATTACH WITH NEW CONNECTION. REINFORCE AND ADJUST FEEDWELL PANEL SHAPE. 2. CONTRACTOR SHALL CONSULT WITH WESTECH AND ENGINEER CONTRACTOR SHALL CONSULT WITH WESTECH AND ENGINEER ON NEW CONNECTION.
AutoCAD SHX Text
PHOTO 14 NOTES: 1. BLAST AND PAINT SKIMMER ARM WITH PAINT AS DESCRIBED IN BLAST AND PAINT SKIMMER ARM WITH PAINT AS DESCRIBED IN CONTRACT DOCUMENTS.
AutoCAD SHX Text
PHOTO 15 NOTES: 1. REPLACE EDI GATES, HINGES AND CHAINS.REPLACE EDI GATES, HINGES AND CHAINS.
AutoCAD SHX Text
PHOTO 16 NOTES: 1. REMOVE DRIVE AND TORQUE METER AND SEND TO WESTECH REMOVE DRIVE AND TORQUE METER AND SEND TO WESTECH FOR INSPECTION AND REHABILITATION. RE-INSTALL DRIVE AND TORQUE METER AFTER REHABILITATION.
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
NO. 190844
AutoCAD SHX Text
JARED
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
U
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
H
AutoCAD SHX Text
OLDROYD
PR
OJE
CT
#
026-2017-003
DA
TE
: 03/30/2017
VE
RIF
Y S
CA
LE
:
BA
R IS
1" IN
OR
IG
IN
AL D
RA
WIN
G
DRAWING
SHEET
OF 7
RE
VIS
IO
NS
RE
VIS
IO
ND
AT
ED
RA
WNB
YC
HE
CK
EDB
YD
ES
CR
IP
TIO
N
SV
WR
F C
LA
RIF
IE
R
RE
HA
BILIT
AT
IO
N P
RO
JE
CT
DR
AF
T0
5/1
9/2
01
7B
. A
BE
LJ. O
LD
RO
YD
DE
TA
IL
S 3
D-03
7
AutoCAD SHX Text
PHOTO 17 NOTES: 1. REMOVE SELF-TAPPING SCREWS AND CARBON STEEL REMOVE SELF-TAPPING SCREWS AND CARBON STEEL THROUGH-BOLTS FROM FEEDWELL PANELS AND REPLACE WITH STAINLESS-STEEL THROUGH-BOLTS
AutoCAD SHX Text
PHOTO 18 NOTES: 1. REPLACE RUBBER SQUEEGEES ON ALL RAKE ARMS WITH NEW REPLACE RUBBER SQUEEGEES ON ALL RAKE ARMS WITH NEW RUBBER SQUEEGEES.
AutoCAD SHX Text
TORQUE TEST DIAGRAM
AutoCAD SHX Text
NOTES: 1. EACH RAKE ARM MUST BE INDIVIDUALLY SECURED AS SHOWN AT EACH RAKE ARM MUST BE INDIVIDUALLY SECURED AS SHOWN AT TWO OR MORE PANEL POINTS WITH LOAD MEASURING ASSEMBLY. 2. LOAD IS APPLIED WITH THE RATCHET PULLER WHILE SECURING THE LOAD IS APPLIED WITH THE RATCHET PULLER WHILE SECURING THE MOTOR OUTPUT SHAFT AGAINST ROTATION. 3. 100% OF WORKING "CONTINUOUS" TORQUE (42.000 FT LBS) WILL 100% OF WORKING "CONTINUOUS" TORQUE (42.000 FT LBS) WILL REGISTER 725 LBS ON THE DYNAMOMETER. 4. DURING TESTING OF EACH ARM, THE LOAD INDICATOR AT THE DURING TESTING OF EACH ARM, THE LOAD INDICATOR AT THE DRIVE HEAD WILL INDICATE TORQUE VALUES.
AutoCAD SHX Text
AutoCAD SHX Text
ARM
AutoCAD SHX Text
62'-0"
AutoCAD SHX Text
62'-0"
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
(1)3\4" DIA. X 8" 3\4" DIA. X 8" EXPANSION ANCHOR (NOT BY WESTECH)
