GENERAL NOTES, PUMPSTATION NOTES, ANDELECTRICAL NOTES · the contractor shall ad\ൊust grades and...
32
GENERAL NOTES, PUMPSTATION NOTES, ANDELECTRICAL NOTES · the contractor shall ad\ൊust grades and elevations, as required, to match field conditions as directed by the engineer
E:\PROJECTS\2156\CAD\PLANS\2 - GENERAL NOTES, PS NOTES AND ELEC NOTES.DWG 11/27/2019 9:05 AM 11/27/2019 9:05 AM11/27/2019 9:05 AM
AutoCAD SHX Text
1. THE CONTRACTOR OR ANY SUBCONTRACTORS SHALL BE RESPONSIBLE FOR RESTORING ONLY THOSE AREAS DISTURBED BY CONTRACTOR'S OR SUBCONTRACTOR'S THE CONTRACTOR OR ANY SUBCONTRACTORS SHALL BE RESPONSIBLE FOR RESTORING ONLY THOSE AREAS DISTURBED BY CONTRACTOR'S OR SUBCONTRACTOR'S ACTIVITIES. WHERE MAXIMUM LIMITS ARE SHOWN, THOSE LIMITS REPRESENT THE MAXIMUM AREA OF RESTORATION THAT WILL BE PAID BY THE DISTRICT. RESTORATION WORK OUTSIDE THE LIMITS SHOWN WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. AREAS NOT DISTURBED BY THE CONTRACTOR'S OR SUBCONTRACTOR'S ACTIVITIES SHALL REMAIN IN THEIR EXISTING CONDITION. DISTURBANCE OF VEGETATION SHALL BE KEPT TO A MINIMUM DURING CONSTRUCTION TO PREVENT EROSION AND SEDIMENTATION. CONTRACTOR SHALL PROVIDE APPROPRIATE EROSION CONTROL MEASURES BASED UPON THEIR SELECTED MEANS AND METHODS OF CONSTRUCTION AND AS DIRECTED BY THE ENGINEER. EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE ILLINOIS URBAN MANUAL SECTION 067 OF THE SPECIFICATIONS. 2. THE CONTRACTOR SHALL PROTECT ADJACENT DRIVEWAYS, PAVEMENTS AND SIDEWALKS NEAR THE LIMITS OF REMOVAL FROM DAMAGE. WORK ASSOCIATED WITH THE THE CONTRACTOR SHALL PROTECT ADJACENT DRIVEWAYS, PAVEMENTS AND SIDEWALKS NEAR THE LIMITS OF REMOVAL FROM DAMAGE. WORK ASSOCIATED WITH THE REPAIR OR REPLACEMENT OF DAMAGED DRIVEWAYS, PAVEMENTS OR SIDEWALKS NOT SPECIFICALLY CALLED FOR REPLACEMENT IN THE PLANS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE REPAIR OF DAMAGED DRIVEWAYS, PAVEMENTS AND/OR SIDEWALKS SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER OF THE DAMAGED INFRASTRUCTURE. 3. EXISTING SIDEWALK, CURBS, AND DRIVEWAYS REMOVED SHALL BE REPLACED TO THE CITY OF PEORIA STANDARDS AND APPROVAL. EXISTING SIDEWALK, CURBS, AND DRIVEWAYS REMOVED SHALL BE REPLACED TO THE CITY OF PEORIA STANDARDS AND APPROVAL. 4. THE CONTRACTOR SHALL OBTAIN ALL TRAFFIC CONTROL, LANE AND/OR ROAD CLOSURE, STREET OPENING, SIDEWALK CLOSURE, SIDEWALK REPLACEMENT AND DRIVEWAY THE CONTRACTOR SHALL OBTAIN ALL TRAFFIC CONTROL, LANE AND/OR ROAD CLOSURE, STREET OPENING, SIDEWALK CLOSURE, SIDEWALK REPLACEMENT AND DRIVEWAY REPLACEMENT PERMITS FROM THE CITY OF PEORIA. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEVELOPMENT OF AN APPROPRIATE TRAFFIC CONTROL PLAN BASED ON THE WORKING LIMITS NECESSARY FOR THEIR THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEVELOPMENT OF AN APPROPRIATE TRAFFIC CONTROL PLAN BASED ON THE WORKING LIMITS NECESSARY FOR THEIR SELECTED MEANS AND METHODS OF CONSTRUCTION. THE TRAFFIC CONTROL PLAN SHALL MEET THE APPLICABLE SECTIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND CITY OF PEORIA REQUIREMENTS. 6. THE CONTRACTOR SHALL ADJUST GRADES AND ELEVATIONS, AS REQUIRED, TO MATCH FIELD CONDITIONS AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL ADJUST GRADES AND ELEVATIONS, AS REQUIRED, TO MATCH FIELD CONDITIONS AS DIRECTED BY THE ENGINEER. 7. REINFORCEMENT BARS SHALL BE IN ACCORDANCE WITH ASTM A706, GRADE 60, AND BE FURNISHED WITH AN EPOXY COATING IN ACCORDANCE WITH ASTM A775. REINFORCEMENT BARS SHALL BE IN ACCORDANCE WITH ASTM A706, GRADE 60, AND BE FURNISHED WITH AN EPOXY COATING IN ACCORDANCE WITH ASTM A775. 8. ALL CAST-IN-PLACE CONCRETE SHALL BE CLASS SI IN ACCORDANCE WITH SECTION 1020 OF THE IDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE ALL CAST-IN-PLACE CONCRETE SHALL BE CLASS SI IN ACCORDANCE WITH SECTION 1020 OF THE IDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CURRENT EDITION. 9. A CURING METHOD IN ACCORDANCE WITH SECTIONS 1020 AND 1022 OF THE IDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CURRENT EDITION, A CURING METHOD IN ACCORDANCE WITH SECTIONS 1020 AND 1022 OF THE IDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CURRENT EDITION, SHALL BE REQUIRED FOR ALL POURS OF CAST-IN-PLACE CONCRETE. 10. EXISTING SANITARY MANHOLE K11C014732 SHALL HAVE A NEW FRAME AND LID INSTALLED PER DISTRICT STANDARDS. EXISTING SANITARY MANHOLE K11C014732 SHALL HAVE A NEW FRAME AND LID INSTALLED PER DISTRICT STANDARDS. 11. THE CONTRACTOR SHALL UTILIZE EXPLORATORY EXCAVATION TO VERIFY EXACT LOCATION, ANGLE, DEPTH, MATERIAL CHARACTERISTICS, AND CONDITION OF EXISTING THE CONTRACTOR SHALL UTILIZE EXPLORATORY EXCAVATION TO VERIFY EXACT LOCATION, ANGLE, DEPTH, MATERIAL CHARACTERISTICS, AND CONDITION OF EXISTING FORCE MAIN, SEWER LATERALS TO BE CROSSED AND EXISTING SANITARY SEWER BETWEEN EXISTING MANHOLE K11C014732 AND THE EXISTING PUMP STATION AT THE CONNECTION POINT OF PROPOSED STRUCTURE D. THIS WORK SHALL BE PERFORMED PRIOR ORDERING FITTINGS AND STRUCTURES. 12. THE CONTRACTOR SHALL CONSTRUCT STRUCTURE D WITH A TEMPORARY PIPE INSTALLED TO MAINTAIN THE EXISTING PUMP STATION SYSTEM IN OPERATION UNTIL THE THE CONTRACTOR SHALL CONSTRUCT STRUCTURE D WITH A TEMPORARY PIPE INSTALLED TO MAINTAIN THE EXISTING PUMP STATION SYSTEM IN OPERATION UNTIL THE PROPOSED PUMP STATION IS FULLY OPERATIONAL AND READY TO BE PLACED IN SERVICE. 13. THE BASE FILLETS FOR STRUCTURE D SHALL BE CAST-IN-PLACE AFTER THE TEMPORARY PIPE IS REMOVED FROM STRUCTURE D. THE BASE FILLETS FOR STRUCTURE D SHALL BE CAST-IN-PLACE AFTER THE TEMPORARY PIPE IS REMOVED FROM STRUCTURE D. 14. THE RELOCATION OF THE EXISTING GAS SERVICE LINE SHALL BE COORDINATED WITH AMEREN GAS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATION, BACKFILL THE RELOCATION OF THE EXISTING GAS SERVICE LINE SHALL BE COORDINATED WITH AMEREN GAS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATION, BACKFILL AND RESTORATION WORK AS DIRECTED BY AMEREN. AMEREN WILL COMPLETE THE RELOCATION CONNECTIONS AND PIPING. 15. ALL PROPOSED PIPE SHALL BE OF THE MATERIAL, TYPE AND SIZE AS SPECIFIED IN THE PLANS AND SPECIFICATIONS. ALL PROPOSED PIPE SHALL BE OF THE MATERIAL, TYPE AND SIZE AS SPECIFIED IN THE PLANS AND SPECIFICATIONS. 16. THE BASE BID FOR THE PROJECT SHALL CONSIST OF ALL WORK SHOWN IN THE PLANS EXCLUSIVE OF THE WORK SHOWN ON SHEET 6 TITLED "PROPOSED CONDITIONS THE BASE BID FOR THE PROJECT SHALL CONSIST OF ALL WORK SHOWN IN THE PLANS EXCLUSIVE OF THE WORK SHOWN ON SHEET 6 TITLED "PROPOSED CONDITIONS EXCLUSIVE OF THE WORK SHOWN ON SHEET 6 TITLED "PROPOSED CONDITIONS OF THE WORK SHOWN ON SHEET 6 TITLED "PROPOSED CONDITIONS AND LAYOUT PLAN FOR ALTERNATE BID" AND SUCH ITEMS SPECIFICALLY LABELED "ALTERNATE BID" OR "ALTERNATE BID ONLY". IN GENERAL, THE BASE BID REFERS TO CONSTRUCTION OF THE PROPOSED PUMP STATION, NECESSARY APPURTENANCES, AND CONNECTION TO THE EXISTING FORCE MAIN. 17. THE ALTERNATE BID FOR THE PROJECT SHALL CONSIST OF ALL WORK SHOWN IN THE PLANS EXCLUSIVE OF THE WORK SHOWN ON SHEET 5 TITLED "PROPOSED THE ALTERNATE BID FOR THE PROJECT SHALL CONSIST OF ALL WORK SHOWN IN THE PLANS EXCLUSIVE OF THE WORK SHOWN ON SHEET 5 TITLED "PROPOSED EXCLUSIVE OF THE WORK SHOWN ON SHEET 5 TITLED "PROPOSED OF THE WORK SHOWN ON SHEET 5 TITLED "PROPOSED CONDITIONS AND LAYOUT PLAN FOR BASE BID" AND SUCH ITEMS SPECIFICALLY LABELED "BASE BID" OR "BASE BID ONLY". IN GENERAL, THE ALTERNATE BID REFERS TO CONSTRUCTION OF THE PROPOSED PUMP STATION, NECESSARY APPURTENANCES, AND CONSTRUCTION OF A NEW FORCE MAIN. 18. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL EQUIPMENT, MATERIAL AND APPURTENANCES WITHIN 15 DAYS OF THE CONTRACTOR BEING ISSUED THE THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL EQUIPMENT, MATERIAL AND APPURTENANCES WITHIN 15 DAYS OF THE CONTRACTOR BEING ISSUED THE NOTICE TO PROCEED. THE CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF SHOP DRAWING REVIEW AND APPROVAL BY THE DISTRICT PRIOR TO MATERIAL AND FABRICATION PRODUCTION ORDER PLACEMENT BY THE CONTRACTOR. 19. PRIOR TO FINAL ACCEPTANCE OF THE PROJECT THE CONTRACTOR SHALL PROVIDE THE DISTRICT WITH THREE BOUND SETS AND AN ELECTRONIC (PDF FORMAT) SET OF PRIOR TO FINAL ACCEPTANCE OF THE PROJECT THE CONTRACTOR SHALL PROVIDE THE DISTRICT WITH THREE BOUND SETS AND AN ELECTRONIC (PDF FORMAT) SET OF THE OPERATION AND MAINTENANCE MANUALS FOR THE PUMP STATION AND ALL ELECTRICAL EQUIPMENT. 20. PROPOSED GRAVITY SEWERS, FORCE MAIN SEWERS AND MANHOLES (INCLUDING STRUCTURES A, B AND D) SHALL BE TESTED BE IN ACCORDANCE SECTIONS 039 AND 043 PROPOSED GRAVITY SEWERS, FORCE MAIN SEWERS AND MANHOLES (INCLUDING STRUCTURES A, B AND D) SHALL BE TESTED BE IN ACCORDANCE SECTIONS 039 AND 043 OF THE SPECIFICATIONS.
AutoCAD SHX Text
1. ALL EQUIPMENT AND APPURTENANCES SPECIFIED MAY BE SUBSTITUTED WITH AN APPROVED EQUAL. SUBSTITUTION REQUESTS MUST BE SUBMITTED TO THE DISTRICT IN ALL EQUIPMENT AND APPURTENANCES SPECIFIED MAY BE SUBSTITUTED WITH AN APPROVED EQUAL. SUBSTITUTION REQUESTS MUST BE SUBMITTED TO THE DISTRICT IN WRITING AND APPROVED PRIOR TO THE OPENING OF BIDS. REQUESTS SUBMITTED WITHIN 2 BUSINESS DAYS OF THE BID OPENING WILL NOT BE EVALUATED. 2. THE EXISTING PUMP STATION MUST REMAIN IN FULL SERVICE UNTIL WRITTEN VERIFICATION IS PROVIDED BY THE DISTRICT THAT THE PROPOSED PUMP STATION IS THE EXISTING PUMP STATION MUST REMAIN IN FULL SERVICE UNTIL WRITTEN VERIFICATION IS PROVIDED BY THE DISTRICT THAT THE PROPOSED PUMP STATION IS SUBSTANTIALLY COMPLETE AND FULLY OPERATIONAL. UNLESS SPECIFICALLY CALLED FOR IN THE PLANS OR SPECIFICATIONS, ANY BYPASS PUMPING OR TEMPORARY MEASURES REQUIRED TO MAINTAIN THE EXISTING PUMP STATION IN FULL SERVICE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. STRUCTURE A, B, AND C SHALL BE CONSTRUCTED WITH EXTENDED BASE SECTIONS. THE BASE SECTION SHALL HAVE A MINIMUM OUTSIDE DIMENSION EQUAL TO THE STRUCTURE A, B, AND C SHALL BE CONSTRUCTED WITH EXTENDED BASE SECTIONS. THE BASE SECTION SHALL HAVE A MINIMUM OUTSIDE DIMENSION EQUAL TO THE OUTSIDE DIMENSION OF THE STRUCTURE BARREL/WALLS PLUS 0.5 FEET IN ALL DIRECTIONS / ON ALL SIDES. 4. STRUCTURES A, AND B SHALL BE PRECAST PER DISTRICT STANDARDS AND SEALED WATERTIGHT. PIPE AND CONDUIT PENETRATIONS SHALL BE PRECAST OR CORED AND STRUCTURES A, AND B SHALL BE PRECAST PER DISTRICT STANDARDS AND SEALED WATERTIGHT. PIPE AND CONDUIT PENETRATIONS SHALL BE PRECAST OR CORED AND SEALED WITH BOOTS IN ACCORDANCE WITH DISTRICT REQUIREMENTS. 5. STRUCTURE C SHALL BE A PRECAST UNIT. THE BASE, WALLS, AND LID MAY BE SEPARATE SECTIONS AND SEALED WATERTIGHT. THE LOWER WALL SECTION SHALL BE A STRUCTURE C SHALL BE A PRECAST UNIT. THE BASE, WALLS, AND LID MAY BE SEPARATE SECTIONS AND SEALED WATERTIGHT. THE LOWER WALL SECTION SHALL BE A MINIMUM OF 2 FEET HIGH AS MEASURED FROM THE TOP OF BASE. PIPE AND CONDUIT PENETRATIONS SHALL BE PRECAST OR CORED AND SEALED WITH NON-SHRINK GROUT OR OTHER SEALANT APPROVED BY THE ENGINEER. 6. ATMOSPHERIC VENT PIPE TERMINATION NEAR THE CONTROL PANEL SHALL BE POWDER COATED WELDED STEEL 6” NOMINAL DIAMETER WITH FLANGE CONNECTION FOR THE ATMOSPHERIC VENT PIPE TERMINATION NEAR THE CONTROL PANEL SHALL BE POWDER COATED WELDED STEEL 6” NOMINAL DIAMETER WITH FLANGE CONNECTION FOR THE NOMINAL DIAMETER WITH FLANGE CONNECTION FOR THE ODOR CONTROL UNIT. CONTRACTOR SHALL PROVIDE SLEEVE COUPLERS APPROVED BY THE ENGINEER FOR THE TRANSITION FROM THE PVC VENT PIPING TO THE STEEL TERMINATION PIPING. A 4" THINK CONCRETE PAD SHALL BE INSTALLED TO PROVIDE SUPPORT FOR THE VENT PIPE AND FLANGE WHERE IT EXITS THE GROUND SURFACE. THE DIMENSIONS OF THE PAD SHALL BE 4" GREATER THAN THE ODOR CONTROL UNIT'S DIMENSIONS IN ALL DIRECTIONS. CONTRACTOR SHALL PROVIDE ADEQUATE CLEARANCE BETWEEN CONCRETE AND FLANGE TO ALLOW FOR CONNECTION OF ODOR CONTROL DURING UNIT INSTALLATION AND MAINTENANCE. THE EXACT LOCATION OF THE CONCRETE PAD AND UNIT SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 7. ACCEPTABLE ODOR CONTROL UNIT IS WAGER COMPANY 2050-50 ODOR CONTROL SEWER VALVE WITH 6" FLANGED CONNECTION. CONTRACTOR SHALL DELIVER TO THE ACCEPTABLE ODOR CONTROL UNIT IS WAGER COMPANY 2050-50 ODOR CONTROL SEWER VALVE WITH 6" FLANGED CONNECTION. CONTRACTOR SHALL DELIVER TO THE DISTRICT 2 EACH REPLACEMENT MEDIA CANISTERS AND MIST ELIMINATOR PADS FOR FUTURE USE. 8. WHEN THE NEW PUMP STATION IS COMPLETE, TESTED, AND READY TO BE PLACED IN SERVICE THE EXISTING WET WELL, VALVE VAULT, AND CONTROL PANEL SHALL BE WHEN THE NEW PUMP STATION IS COMPLETE, TESTED, AND READY TO BE PLACED IN SERVICE THE EXISTING WET WELL, VALVE VAULT, AND CONTROL PANEL SHALL BE REMOVED FROM SERVICE AND PUMPED CLEANED. DEMOLITION OF THE EXISTING WET WELL AND VALVE VAULT SHALL BE AS CALLED FOR IN THE PLANS. 9. THE DISTRICT RESERVES THE RIGHT TO SALVAGE ANY EQUIPMENT OR MATERIAL TO BE REMOVED OR DEMOLISHED. ANY EXISTING EQUIPMENT OR MATERIAL THE DISTRICT THE DISTRICT RESERVES THE RIGHT TO SALVAGE ANY EQUIPMENT OR MATERIAL TO BE REMOVED OR DEMOLISHED. ANY EXISTING EQUIPMENT OR MATERIAL THE DISTRICT WISHES TO SALVAGE SHALL BE CAREFULLY DECONSTRUCTED AND DELIVERED TO THE DISTRICT MAINTENANCE DEPARTMENT AT 2322 SOUTH DARST STREET PEORIA. IL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDABLE DAMAGE TO MATERIAL TO BE SALVAGED DURING DECONSTRUCTION. EQUIPMENT THE DISTRICT DOES NOT WANT TO SALVAGE SHALL BE DISPOSED OF AT THE CONTRACTORS EXPENSE. 10. PUMP MANUFACTURER SHALL PROVIDE A COPY OF A CERTIFIED PUMP RUN TEST AT DUTY. PUMP MANUFACTURER SHALL PROVIDE A COPY OF A CERTIFIED PUMP RUN TEST AT DUTY. 11. ACCEPTABLE PUMP MODEL AND CRITERIA: ACCEPTABLE PUMP MODEL AND CRITERIA: GORMAN-RUPP SFV3B SUBMERSIBLE VORTEX PUMP - QTY. 2 (1 PER WET WELL) DUTY POINTS 150 GALLON PER MINUTES @ 36' T.D.H. MOTORS SHALL BE 5 HORSEPOWER, 1800 RPM, 3/60/230 VOLT VORTEX IMPELLER SHALL HAVE A 7” TRIM TRIM PUMPS SHALL BE FURNISHED WITH OPTIONAL SLIDE RAIL INSTALLATION COMPONENTS (BASE ELBOW, RAIL BRACKETS AND GUIDE SHOE AND APPURTENANCES) 12. THE RAIL SYSTEM SHALL PROVIDE FOR EASY REMOVAL OF THE PUMPS AND NOT REQUIRE AN INDIVIDUAL TO ENTER THE WET WELL TO REMOVE THE PUMPS. THE RAIL THE RAIL SYSTEM SHALL PROVIDE FOR EASY REMOVAL OF THE PUMPS AND NOT REQUIRE AN INDIVIDUAL TO ENTER THE WET WELL TO REMOVE THE PUMPS. THE RAIL SYSTEM SHALL BE A MINIMUM OF 2” ROUND, SCHEDULE 40, TYPE 316 STAINLESS STEEL PIPE. MOUNTING BRACKETS, LIFTING CHAINS, AND CABLES SHALL ALL BE OF ROUND, SCHEDULE 40, TYPE 316 STAINLESS STEEL PIPE. MOUNTING BRACKETS, LIFTING CHAINS, AND CABLES SHALL ALL BE OF STAINLESS STEEL MATERIALS APPROVED BY THE ENGINEER. PUMPS SHALL BE REMOVABLE FROM THE WET WELL THROUGH THE 30” OPENING ON TOP OF THE WET WELL. OPENING ON TOP OF THE WET WELL. 13. STAINLESS STEEL SUPPORT CABLE SHALL BE PROVIDED FOR ALL ELECTRICAL AND CONTROL CABLING IN WET WELLS. ELECTRICAL AND CONTROL CABLING SHALL BE STAINLESS STEEL SUPPORT CABLE SHALL BE PROVIDED FOR ALL ELECTRICAL AND CONTROL CABLING IN WET WELLS. ELECTRICAL AND CONTROL CABLING SHALL BE AFFIXED TO SUPPORT CABLING IN A MANNER APPROVED BY THE ENGINEER AND WITH SUFFICIENT SLACK TO PREVENT ANY LOAD ON THE CABLE BUNDLE FROM BEING TRANSFERRED TO THE ELECTRICAL OR CONTROL CABLING WITHOUT FIRST BEING TRANSFERRED TO THE SUPPORT CABLING. SUPPORT CABLING SHALL HAVE A MINIMUM NOMINAL DIAMETER OF 1/4" AND BE MANUFACTURED FROM TYPE 316 STAINLESS STEEL. 14. THE CONTRACTOR OR SUPPLIER SHALL CAUSE TO BE FURNISHED STRUCTURAL DESIGN DETAILS AND CALCULATIONS FOR PROPOSED STRUCTURE C - VALVE VAULT. THE THE CONTRACTOR OR SUPPLIER SHALL CAUSE TO BE FURNISHED STRUCTURAL DESIGN DETAILS AND CALCULATIONS FOR PROPOSED STRUCTURE C - VALVE VAULT. THE STRUCTURE (BASE, WALLS AND LID) SHALL BE DESIGNED TO MEET AASHTO HS-25 (HS-20 + 25%). THE STRUCTURAL DESIGN DETAILS AND CALCULATIONS SHALL BE PREPARED BY AND SEALED BY A ILLINOIS LICENSED STRUCTURAL ENGINEER AND BE SUPPLIED TO THE DISTRICT WITH THE SHOP DRAWING SUBMITTAL. 15. ALL PROGRAMMING SHALL BE PERFORMED BY AN OWNER APPROVED DEVELOPER AND ALL PROGRAMMING AND PROGRAMMING WILL BECOME PROPERTY OF THE DISTRICT ALL PROGRAMMING SHALL BE PERFORMED BY AN OWNER APPROVED DEVELOPER AND ALL PROGRAMMING AND PROGRAMMING WILL BECOME PROPERTY OF THE DISTRICT UPON COMPLETION OF THE PROGRAMMING AND IN NO CASE SHALL THE PROGRAMMING OR PROGRAMS DEVELOPED BE CONSIDERED OR CLAIMED AS INTELLECTUAL PROPERTY. NO PASSWORDS OR MEANS OF BLOCKING ACCESS TO THE PROGRAM FILES, PROGRAMMABLE CONTROLLERS, BACKUP CONTROLLERS OR OPERATOR INTERFACE SHALL BE ALLOWED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE DISTRICT. ALL PROGRAM FILES WILL HAVE COMPLETE DOCUMENTATION, ANNOTATIONS AND DESCRIPTIONS CREATED DURING THE DEVELOPMENT OF THE PROGRAMMING. THE DOCUMENTATION, ANNOTATION AND DESCRIPTIONS SHALL BE DELIVERED TO THE DISTRICT IN BOTH HARDCOPY AND ELECTRONIC FORMATS. ALL BITS, INTEGERS, FLOATING POINTS, TIMERS, COUNTERS AND LINES OF LOGIC SHALL HAVE DESCRIPTIONS AND COMMENTS EXPLAINING THE PURPOSE OF THE ITEM. ALL PROGRAMING SHALL STRICTLY FOLLOW THE SEQUENCE OF OPERATION DEVELOPED BY THE DISTRICT AND WILL REQUIRE WRITTEN DISTRICT APPROVAL PRIOR TO FINAL ACCEPTANCE. ALL GRAPHICAL PROGRAMMING SHALL ALSO FOLLOW THE SCREEN LAYOUTS DEVELOPED BY THE DISTRICT. 16. TRACER WIRE SHALL BE INSTALLED FOR ALL NEW FORCE MAIN PIPE INSTALLED IN ACCORDANCE WITH DISTRICT REQUIREMENTS. TRACER WIRE SHALL BE CAREFULLY TRACER WIRE SHALL BE INSTALLED FOR ALL NEW FORCE MAIN PIPE INSTALLED IN ACCORDANCE WITH DISTRICT REQUIREMENTS. TRACER WIRE SHALL BE CAREFULLY ROUTED ALONG THE FORCE MAIN, AROUND THE VAULT, AROUND STRUCTURE B AND ALONG THE VENT PIPE. THE TERMINATION SHALL OCCUR IN A TRACER WIRE BOX TO BE LOCATED NEAR THE ODOR CONTROL UNIT. THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE DISTRICT. PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL CONDUCT A TRACER WIRE CONTINUITY TEST IN THE PRESENCE OF THE ENGINEER. ANY WIRE THAT FAILS THE CONTINUITY TEST SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED TO THE CONTRACTOR FOR REPAIRS OR REPLACEMENT OF THE TRACER WIRE RESULTING FROM FAILURE OF THE CONTINUITY TEST.
AutoCAD SHX Text
1. PROPOSED CONTROL PANEL SHALL BE LOCATED IN THE SAME LOCATION AS THE EXISTING CONTROL PANEL. EXISTING CONTROL PANEL SHALL BE TEMPORARILY RELOCATED PROPOSED CONTROL PANEL SHALL BE LOCATED IN THE SAME LOCATION AS THE EXISTING CONTROL PANEL. EXISTING CONTROL PANEL SHALL BE TEMPORARILY RELOCATED AND RECONNECTED TO THE EXISTING EQUIPMENT SUCH THAT THE EXISTING PUMP STATION CAN REMAIN FULLY OPERATIONAL DURING THE CONSTRUCTION OF THE PROPOSED PUMP STATION. 2. THE DISTRICT WILL PROVIDE FOR ONE TIME BYPASS PUMPING OF THE EXISTING PUMP STATION FOR A 6 HOUR PERIOD DURING REGULAR DISTRICT WORK HOURS TO ALLOW THE DISTRICT WILL PROVIDE FOR ONE TIME BYPASS PUMPING OF THE EXISTING PUMP STATION FOR A 6 HOUR PERIOD DURING REGULAR DISTRICT WORK HOURS TO ALLOW FOR TEMPORARY RELOCATION OF THE EXISTING CONTROL PANEL. THE CONTRACTOR SHALL SUBMIT A FORMAL REQUEST TO THE DISTRICT ONE WEEK IN ADVANCE OF THE SCHEDULED BYPASS PUMPING. 3. ALL ELECTRICAL WORK CALLED FOR AND/OR SHOWN IN THE PLANS AND SPECIFICATIONS SHALL BE COMPLETED BY THE CONTRACTOR UNLESS SPECIFICALLY CALLED FOR ALL ELECTRICAL WORK CALLED FOR AND/OR SHOWN IN THE PLANS AND SPECIFICATIONS SHALL BE COMPLETED BY THE CONTRACTOR UNLESS SPECIFICALLY CALLED FOR TO BE COMPLETED BY AMEREN. 4. DURING THE SCHEDULED SHUT DOWN THE CONTRACTOR SHALL COORDINATE WITH AMEREN FOR THE RESETTING OF THE EXISTING TRANSFORMER THAT FEEDS THE EXISTING DURING THE SCHEDULED SHUT DOWN THE CONTRACTOR SHALL COORDINATE WITH AMEREN FOR THE RESETTING OF THE EXISTING TRANSFORMER THAT FEEDS THE EXISTING PUMP STATION. AMEREN PROPOSES TO ROTATE THE TRANSFORMER 90 DEGREES TO ALLOW FOR CLEAR OPENING OF THE TRANSFORMER CABINET TO THE WEST PRIOR TO UTILIZING THE EXISTING TRANSFORMER TO FEED THE PROPOSED PUMP STATION. AMEREN ESTIMATES THE WORK REQUIRED TO RESET THE TRANSFORMER WILL REQUIRE 4 HOURS. AMEREN REQUIRES A CLEAR 10' AREA IN FRONT OF THE TRANSFORMER CABINET OPENING. 5. THE CONTRACTOR SHALL SET A TEMPORARY POWER POLE WITH A METER BASE NEAR THE TRANSFORMER. THE CONTRACTOR SHALL SET A TEMPORARY POWER POLE WITH A METER BASE NEAR THE TRANSFORMER. 6. THE CONTRACTOR SHALL FURNISH AND INSTALL A NEW MILBANK METER MAIN W/ LOAD CENTER PEDESTAL 200 AMP, U5701-0-200S-57T-AMS NEXT TO THE CONTROL THE CONTRACTOR SHALL FURNISH AND INSTALL A NEW MILBANK METER MAIN W/ LOAD CENTER PEDESTAL 200 AMP, U5701-0-200S-57T-AMS NEXT TO THE CONTROL PANEL CABINET. CONFIRM UNIT SELECTION WITH AMEREN PRIOR TO MATERIAL ORDER AND INSTALLATION. 7. THE CONTRACTOR SHALL FURNISH AND INSTALL A 2 1/2” CONDUIT FROM THE TRANSFORMER PAD TO THE METER BASE AND 2 1/2” CONDUIT FROM THE METER BASE TO THE CONTRACTOR SHALL FURNISH AND INSTALL A 2 1/2” CONDUIT FROM THE TRANSFORMER PAD TO THE METER BASE AND 2 1/2” CONDUIT FROM THE METER BASE TO CONDUIT FROM THE TRANSFORMER PAD TO THE METER BASE AND 2 1/2” CONDUIT FROM THE METER BASE TO CONDUIT FROM THE METER BASE TO THE CONTROL PANEL. THE CONSTRUCTION OF THE NEW CONCRETE BASE SHALL BE CONSIDERED INCIDENTAL TO THE INSTALLATION OF THE PUMP STATION. 8. PROPOSED CONTROL PANEL SHALL BE INSTALLED ON A NEW CONCRETE BASE AS SHOWN IN THE DETAILS. PROPOSED CONTROL PANEL SHALL BE INSTALLED ON A NEW CONCRETE BASE AS SHOWN IN THE DETAILS. 9. ALL ELECTRICAL WORK SHALL FOLLOW THE CURRENT NATIONAL ELECTRICAL CODE AND CITY OF PEORIA REQUIREMENTS. ALL ELECTRICAL WORK SHALL FOLLOW THE CURRENT NATIONAL ELECTRICAL CODE AND CITY OF PEORIA REQUIREMENTS. 10. ALL BURIED ELECTRICAL CONDUIT SHALL BE PVC COATED STEEL CONDUIT. ALL BURIED ELECTRICAL CONDUIT SHALL BE PVC COATED STEEL CONDUIT. 11. ALL CONDUIT INSTALLATION SHALL FOLLOW THE SPACING STANDARDS SET IN THE DRAWING DETAILS AND SHALL MAINTAIN A MINIMUM SEPARATION OF 12" BETWEEN ALL CONDUIT INSTALLATION SHALL FOLLOW THE SPACING STANDARDS SET IN THE DRAWING DETAILS AND SHALL MAINTAIN A MINIMUM SEPARATION OF 12" BETWEEN POWER AND CONTROL CONDUITS AT ALL TIMES, UNLESS ADDITIONAL CLEARANCE BEYOND WHAT IS SHOWN OR CALLED FOR IN THE PLANS IS REQUIRED BY THE ELECTRICAL COMPONENT'S MANUFACTURERS REQUIREMENTS. 12. ALL HARDWARE ON THE FLOAT BRACKETS, TRANSDUCER BRACKETS, CHAINS, CABLES, ELECTRICAL JUNCTION BOXES, CONTROL PANEL, AND MOUNTING HARDWARE SHALL ALL HARDWARE ON THE FLOAT BRACKETS, TRANSDUCER BRACKETS, CHAINS, CABLES, ELECTRICAL JUNCTION BOXES, CONTROL PANEL, AND MOUNTING HARDWARE SHALL BE TYPE 316 STAINLESS STEEL.
NO
.D
AT
ED
ESC
RIP
TIO
N
RE
VIS
ION
S
Gre
ater
Peo
ria S
anita
ry D
istri
ctD
ESI
GN
ED
BY
:
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
APP
RO
VE
D B
Y:
PROJECT NO.
2322 S
. D
arst S
treet, P
eoria, IL 61607
Phone: (309) 637-3511 F
ax:(309) 637-6614
http://w
ww
.gpsd.dst.il.us/
PRO
JEC
T T
ITL
ESH
EE
T T
ITL
E
DRAWING
3
2156
BR
OY
HIL
L P
UM
P ST
AT
ION
IMPR
OV
EM
EN
TS
(201
9)G
PSD
PR
OJE
CT
215
6
SC
HE
DU
LE
O
F Q
UA
NT
IT
IE
S
AN
D L
EG
EN
D
AH
/JL
A
JLA
TL
TL
811 or 1-800-892-0123
LEGENDSCHEDULE OF QUANTITIES - BASE BID
SCHEDULE OF QUANTITIES - ALTERNATE BID
ITEM UNIT
QTY.
ITEM DESCRIPTION
1 EACH 6 EXPLORATORY EXCAVATION
2
SQ. FT.
187 CONCRETE SIDEWALK REMOVAL
3
SQ. YD.
196 PAVEMENT REMOVAL
4FOOT 36 CONCRETE CURB AND GUTTER REMOVAL
5 L.SUM 1
PROJECT 2156: EXISTING PUMP STATION REMOVAL, COMPLETE
6 EACH 1 MANHOLE CASTING AND LID REMOVAL AND REPLACEMENT IN AN IMPROVED DRIVING AREA
7 FOOT 25
8" PVC, SDR 26 SANITARY SEWER (12'-16' DP.)
8 EACH 1
5' DIA. PRECAST MANHOLE (8'-12' DP.)
9 L.SUM 1
PROJECT 2156: CONSTRUCTION OF DUPLEX PUMP STATION, COMPLETE
10 FOOT 25
4" PVC C900, DR 18 R.J. FORCE MAIN (CONSTRUCTED USING EXCAVATION)
11 EACH 1 FORCE MAIN CONNECTION
12 FOOT 36 CONCRETE BARRIER CURB CONSTRUCTION ADJACENT TO FLEXIBLE PAVEMENT
13
SQ. YD.
196 SURFACE RESTORATION - BITUMINOUS OVER FLEXIBLE BASE
14
SQ. FT.
187 CONCRETE SIDEWALK REPLACEMENT
15 L.SUM 1 CONSTRUCTION LAYOUT
16 L.SUM 1
PROJECT 2156: TRAFFIC CONTROL, COMPLETE
17 USD
5,000
LINE ITEM CONTINGENCY
ITEM UNIT
QTY.
ITEM DESCRIPTION
18 FOOT462
4" PVC C900, DR 18 R.J. OR HDPE C906, DR 11 F.J. FORCE MAIN (CONSTRUCTED USING
EXCAVATION OR DIRECTIONAL DRILLING METHODS)
19 EACH 1 CORE AND BOOT 4" CONNECTION INTO EXISTING MANHOLE
AutoCAD SHX Text
E:\PROJECTS\2156\CAD\PLANS\3 - LEGEND AND SOQ.DWG 11/27/2019 9:06 AM 11/27/2019 9:06 AM11/27/2019 9:06 AM
AutoCAD SHX Text
EXISTING CONTOUR
AutoCAD SHX Text
725
AutoCAD SHX Text
EXISTING EASEMENT
AutoCAD SHX Text
EXISTING UNDERGROUND TELE/COM LINE
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
SANITARY
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
SAN.
AutoCAD SHX Text
FLOW ARROW
AutoCAD SHX Text
EXISTING STORM SEWER
AutoCAD SHX Text
EXISTING SANITARY SEWER
AutoCAD SHX Text
INVERT
AutoCAD SHX Text
INV.
AutoCAD SHX Text
FEET
AutoCAD SHX Text
FT
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
ELEV.
AutoCAD SHX Text
FLOW LINE
AutoCAD SHX Text
EXISTING UNDERGROUND ELECTRIC LINE
AutoCAD SHX Text
EXISTING GAS LINE
AutoCAD SHX Text
EXISTING ROAD
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
EXISTING PROPERTY LINE
AutoCAD SHX Text
EXISTING MANHOLE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING CONTROL POINT
AutoCAD SHX Text
TEMPORARY
AutoCAD SHX Text
TEMP.
AutoCAD SHX Text
PERMANENT
AutoCAD SHX Text
PERM.
AutoCAD SHX Text
TR
AutoCAD SHX Text
T
AutoCAD SHX Text
EXISTING WATER MAIN
AutoCAD SHX Text
EXISTING WATER SERVICE LINE
AutoCAD SHX Text
EXISTING SANITARY FORCE MAIN
AutoCAD SHX Text
PROPOSED UNDERGROUND ELECTRIC LINE
AutoCAD SHX Text
PROPOSED SANITARY SEWER
AutoCAD SHX Text
PROPOSED SANITARY FORCE MAIN
AutoCAD SHX Text
PROPOSED VENT LINE
AutoCAD SHX Text
EXISTING STORM CURB INLET
AutoCAD SHX Text
EXISTING LIGHT POLE
AutoCAD SHX Text
EXISTING TELE/COM PEDESTAL
AutoCAD SHX Text
EXISTING ELECTRIC TRANSFORMER
AutoCAD SHX Text
EXISTING HYDRANT
AutoCAD SHX Text
EXISTING VALVE
AutoCAD SHX Text
EXISTING PUMP STATION CONTROL PANEL
AutoCAD SHX Text
EXISTING PUMP STATION
AutoCAD SHX Text
PROPOSED PUMP STATION CONTROL PANEL
AutoCAD SHX Text
PROPOSED MANHOLE
AutoCAD SHX Text
PROPOSED PUMP STATION WET WELL
AutoCAD SHX Text
PROPOSED PUMP STATION VALVE VAULT
AutoCAD SHX Text
PROPOSED
AutoCAD SHX Text
PR.
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EX.
AutoCAD SHX Text
EASTING COORDINATE
AutoCAD SHX Text
E:
AutoCAD SHX Text
NORTHING COORDINATE
AutoCAD SHX Text
N:
AutoCAD SHX Text
DUCTILE IRON
AutoCAD SHX Text
D.I.
AutoCAD SHX Text
RESTRAINED JOINT
AutoCAD SHX Text
R.J.
AutoCAD SHX Text
FUSED JOINT
AutoCAD SHX Text
F.J.
NO
.D
AT
ED
ESC
RIP
TIO
N
RE
VIS
ION
S
Gre
ater
Peo
ria S
anita
ry D
istri
ctD
ESI
GN
ED
BY
:
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
APP
RO
VE
D B
Y:
PROJECT NO.
2322 S
. D
arst S
treet, P
eoria, IL 61607
Phone: (309) 637-3511 F
ax:(309) 637-6614
http://w
ww
.gpsd.dst.il.us/
PRO
JEC
T T
ITL
ESH
EE
T T
ITL
E
DRAWING
4
2156
BR
OY
HIL
L P
UM
P ST
AT
ION
IMPR
OV
EM
EN
TS
(201
9)G
PSD
PR
OJE
CT
215
6
EX
IST
ING
CO
ND
ITIO
NS
AN
D R
EM
OV
AL
PL
AN
AH
/JL
A
JLA
TL
TL
811 or 1-800-892-0123
AutoCAD SHX Text
TR
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
EXISTING CONDITIONS AND REMOVAL PLAN
AutoCAD SHX Text
1" = 20'
AutoCAD SHX Text
N
AutoCAD SHX Text
0'
AutoCAD SHX Text
40'
AutoCAD SHX Text
20'
AutoCAD SHX Text
E:\PROJECTS\2156\CAD\PLANS\4 - EXISTING SITE PLAN.DWG 11/27/2019 9:06 AM 11/27/2019 9:06 AM11/27/2019 9:06 AM
AutoCAD SHX Text
CONTROL POINT A EX. CHISELED "X" N - 1495394.25 E - 2435333.98 ELEV - 690.02
AutoCAD SHX Text
CONTROL POINT B EX. CHISELED "X" N - 1495173.22 E - 2435849.13 ELEV - 702.03
AutoCAD SHX Text
THE CONTROL SHOWN IN THESE CONSTRUCTION DOCUMENTS WAS UTILIZED FOR THE PURPOSE OF TOPOGRAPHICAL DATA COLLECTION FOR THE DESIGN OF THE IMPROVEMENTS. AT THE TIME THE DATA COLLECTION WAS COMPLETED, THE CONTROL WAS FOUND TO BE CORRECT AND SUFFICIENT CONTROL HAS BEEN PROVIDED FOR THE PURPOSE OF CONSTRUCTION LAYOUT USING CONVENTIONAL CONSTRUCTION LAYOUT METHODS. DUE TO CIRCUMSTANCES BEYOND THE CONTROL OF THE DISTRICT, THE CONTROL PROVIDED MAY BE DISTURBED PRIOR TO THE START OF CONSTRUCTION AND THEREFORE THE CONTROL, AS SHOWN, SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING ANY CONSTRUCTION. IF, UPON VERIFICATION OF THE CONTROL, THE CONTRACTOR FINDS THAT THE CONTROL PROVIDED IN THE CONSTRUCTION DOCUMENTS IS MISSING, THE CONTRACTOR SHALL NOTIFY THE DISTRICT PRIOR TO BEGINNING ANY CONSTRUCTION. IF THE CONTROL IS RECOVERED AND DISCREPANCIES ARE FOUND WITH THE CONTROL, THEY WILL NEED TO BE DISCLOSED PRIOR TO ITS USE FOR CONSTRUCTION. IF THE CONTRACTOR INTENDS TO USE ALTERNATIVE METHODS, OTHER THAN CONVENTIONAL CONSTRUCTION LAYOUT METHODS, OR FINDS THAT ADDITIONAL CONTROL IS NECESSARY, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH ANY ADDITIONAL CONTROL NECESSARY.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
EXISTING PROFILE VIEW
AutoCAD SHX Text
(H) 1" = 20' (V) 1" = 4'
AutoCAD SHX Text
CONTROL POINT A
AutoCAD SHX Text
CONTROL POINT B
AutoCAD SHX Text
EX. WATER MAIN, 6"
AutoCAD SHX Text
EX. WATER SERVICE, TYP.
AutoCAD SHX Text
EX. FORCE MAIN, 4" (TRANSITE) - SEE NOTE 3 THIS SHEET
AutoCAD SHX Text
NOTES: 1. CONTRACTOR SHALL TEMPORARILY RELOCATE CONTROL CABINET DURING CONSTRUCTION OF PROPOSED CONTROL CABINET TO ALLOW FOR CONTINUOUS OPERATION OF EXISTING CONTRACTOR SHALL TEMPORARILY RELOCATE CONTROL CABINET DURING CONSTRUCTION OF PROPOSED CONTROL CABINET TO ALLOW FOR CONTINUOUS OPERATION OF EXISTING PUMP STATION DURING CONSTRUCTION OF PROPOSED PUMP STATION. SEE ELECTRICAL NOTES ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 2. THE CONTRACTOR SHALL DEMOLISH THE EXISTING PUMP STATION WET WELL AND VALVE VAULT AFTER THE DISTRICT HAS PROVIDED WRITTEN CONFIRMATION THAT THE PROPOSED THE CONTRACTOR SHALL DEMOLISH THE EXISTING PUMP STATION WET WELL AND VALVE VAULT AFTER THE DISTRICT HAS PROVIDED WRITTEN CONFIRMATION THAT THE PROPOSED PUMP STATION IS SUBSTANTIALLY COMPLETE AND FULLY OPERATIONAL. DEMOLITION SHALL CONSIST OF EITHER THE COMPLETE REMOVAL OF THE WET WELL AND VALVE VAULT OR REMOVAL TO A DEPTH OF 36" BELOW THE LOWEST ADJACENT GRADE AND COMPLETE FILLING OF THE STRUCTURES WITH CONTROLLED LOW STRENGTH MATERIAL. SEE PUMP STATION NOTES ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 3. FOR THE BASE BID THE EXISTING FORCE MAIN SHALL BE ABANDONED UPSTREAM OF THE PROPOSED FORCE MAIN CONNECTION POINT. IF THE ALTERNATE BID IS AWARDED THE FOR THE BASE BID THE EXISTING FORCE MAIN SHALL BE ABANDONED UPSTREAM OF THE PROPOSED FORCE MAIN CONNECTION POINT. IF THE ALTERNATE BID IS AWARDED THE ENTIRE EXISTING FORCE MAIN SHALL BE ABANDONED. ABANDONED PIPE SHALL BE PLUGGED AND FILLED IN ACCORDANCE WITH THE GENERAL SPECIFICATIONS. 4. EXISTING GAS SERVICE RELOCATION SHALL BE COORDINATED WITH AMEREN. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATION, BACKFILL, AND RESTORATION EXISTING GAS SERVICE RELOCATION SHALL BE COORDINATED WITH AMEREN. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATION, BACKFILL, AND RESTORATION NECESSARY TO COMPLETE THE SERVICE RELOCATION. AMEREN WILL COMPLETE THE SERVICE RELOCATION CONNECTIONS AND PIPING. RELOCATED SERVICE TO BE BEDDED IN SAND.
AutoCAD SHX Text
EX. CONCRETE SIDEWALK REMOVAL, 92 SQ. FT. - BASE BID ONLY
PROJECT 2156: EXISTING PUMP STATION REMOVAL, COMPLETE (PUMP STATION K11C014741,WET WELL, CONTROL PANEL AND VALVE VAULT), L.SUM - SEE NOTES 1 AND 2 THIS SHEET
AutoCAD SHX Text
EX. ELECTRICAL TRANSFORMER TO BE ADJUSTED BY AMEREN - SEE ELECTRICAL NOTES AND DETAILS FOR ADDITIONAL CONTRACTOR REQUIREMENTS PRIOR TO AND DURING AMEREN ADJUSTMENT
AutoCAD SHX Text
EX. SAN. STRUCTURE MANHOLE K11C014732 RIM - 691.58 E INV. - +/- 680.33 S INV. - +/- 680.33
AutoCAD SHX Text
EX. SAN. MANHOLE K11C013316 RIM - +/- 700.11 E INV. - +/- 689.25 W INV. - +/- 689.25
AutoCAD SHX Text
EX. GAS SERVICE TO BE RELOCATED, 1/2" - SEE NOTE 4 THIS SHEET
AutoCAD SHX Text
EX. SAN. MANHOLE K11C014755 RIM - +/- 702.14 N INV. - +/- 692.48 E INV. - +/- 692.24 S INV. - +/- 691.93 SW INV. - +/- 693.04
AutoCAD SHX Text
EX. SAN. STRUCTURE MANHOLE K11C014732 RIM - 691.58 E INV. - +/- 680.33 S INV. - +/- 680.33
AutoCAD SHX Text
EX. SAN. MANHOLE K11C013316 RIM - +/- 700.11 E INV. - +/- 689.25 W INV. - +/- 689.25
AutoCAD SHX Text
EX. WATER SERVICE
AutoCAD SHX Text
EX. FORCE MAIN, 4" (TRANSITE)
AutoCAD SHX Text
EX. WATER MAIN, 6"
AutoCAD SHX Text
EX. STORM SEWER, 12"
AutoCAD SHX Text
EX. PUMP STATION K11C014741 WET WELL RIM - +/- 690.80 N INV. - +/- 679.78 (GRAVITY INLET) S INV. - +/- 685.42 (DISCHARGE OUTLET)
AutoCAD SHX Text
EX. PUMP STATION K11C014741 VALVE VAULT RIM - +/- 690.88 E INV. - +/- 685.42 S INV. - +/- 685.42
EX. GROUND PROFILE - SHOWN AT CENTERLINE OF W. BROYHILL COURT
AutoCAD SHX Text
EX. SAN. MANHOLE K11C014755 RIM - +/- 702.14 N INV. - +/- 692.48 E INV. - +/- 692.24 S INV. - +/- 691.93 SW INV. - +/- 693.04
AutoCAD SHX Text
CONTRACTOR SHALL PROTECT DRIVEWAYS, PAVEMENTS AND SIDEWALKS ADJACENT TO PROPOSED REMOVALS FROM DAMAGE. DAMAGE TO ADJACENT DRIVEWAYS, PAVEMENTS AND SIDEWALKS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
AutoCAD SHX Text
EX. GAS MAIN, 1 1/4" STEEL
AutoCAD SHX Text
CONCRETE CURB AND GUTTER REMOVAL, 20 L.F. - BASE BID ONLY
AutoCAD SHX Text
CONCRETE CURB AND GUTTER REMOVAL, 16 L.F. - BASE BID ONLY
NO
.D
AT
ED
ESC
RIP
TIO
N
RE
VIS
ION
S
Gre
ater
Peo
ria S
anita
ry D
istri
ctD
ESI
GN
ED
BY
:
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
APP
RO
VE
D B
Y:
PROJECT NO.
2322 S
. D
arst S
treet, P
eoria, IL 61607
Phone: (309) 637-3511 F
ax:(309) 637-6614
http://w
ww
.gpsd.dst.il.us/
PRO
JEC
T T
ITL
ESH
EE
T T
ITL
E
DRAWING
5
2156
BR
OY
HIL
L P
UM
P ST
AT
ION
IMPR
OV
EM
EN
TS
(201
9)G
PSD
PR
OJE
CT
215
6
PRO
POSE
D C
ON
DIT
ION
SA
ND
LA
YO
UT
PL
AN
FOR
BA
SE B
ID
AH
/JL
A
JLA
AB
C
AB
C
811 or 1-800-892-0123
AutoCAD SHX Text
TR
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
FM
AutoCAD SHX Text
)
AutoCAD SHX Text
)
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROPOSED CONDITIONS AND LAYOUT PLAN - BASE BID
AutoCAD SHX Text
1" = 20'
AutoCAD SHX Text
N
AutoCAD SHX Text
0'
AutoCAD SHX Text
40'
AutoCAD SHX Text
20'
AutoCAD SHX Text
E:\PROJECTS\2156\CAD\PLANS\5 - PROPOSED SITE PLAN - BASE BID.DWG 11/27/2019 9:06 AM 11/27/2019 9:06 AM11/27/2019 9:06 AM
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROPOSED PROFILE VIEW - BASE BID
AutoCAD SHX Text
(H) 1" = 20' (V) 1" = 4'
AutoCAD SHX Text
PR. PUMP STATION CONTROL CABINET LOCATED IN SAME LOCATION AS EX. CABINET
AutoCAD SHX Text
NOTES: 1. COORDINATES ARE TO CALLED TO EDGE OF PAVEMENT, EDGE OF SIDEWALK, CENTER OF STRUCTURE (ROUND), OUTER EDGE OF STRUCTURE (SQUARE), AND CENTER OF FITTING UNLESS SHOWN OR ANNOTATED OTHERWISE. COORDINATES ARE TO CALLED TO EDGE OF PAVEMENT, EDGE OF SIDEWALK, CENTER OF STRUCTURE (ROUND), OUTER EDGE OF STRUCTURE (SQUARE), AND CENTER OF FITTING UNLESS SHOWN OR ANNOTATED OTHERWISE. 2. REPLACEMENT CONCRETE SIDEWALK SHALL BE CONSTRUCTED TO CITY OF PEORIA STANDARDS INCLUDING ACCESSIBILITY REQUIREMENTS TO MEET CURRENT PROWAG GUIDELINES. CROSS SLOPES SHALL NOT EXCEED 2%. REPLACEMENT CONCRETE SIDEWALK SHALL BE CONSTRUCTED TO CITY OF PEORIA STANDARDS INCLUDING ACCESSIBILITY REQUIREMENTS TO MEET CURRENT PROWAG GUIDELINES. CROSS SLOPES SHALL NOT EXCEED 2%. 3. NEITHER THE PROPOSED PUMP STATION NOR ANY PUMP STATION COMPONENT OR APPURTENANCE SHALL BE CONSTRUCTED CLOSER THAN 25' FROM THE OUTER EDGE OF THE EXISTING WATER MAIN. NOTE ALL PROPOSED NEITHER THE PROPOSED PUMP STATION NOR ANY PUMP STATION COMPONENT OR APPURTENANCE SHALL BE CONSTRUCTED CLOSER THAN 25' FROM THE OUTER EDGE OF THE EXISTING WATER MAIN. NOTE ALL PROPOSED INFRASTRUCTURE AS DRAWN MAINTAINS THE REQUIRED SEPARATION. 4. THE PROPOSED FORCE MAIN SHALL NOT BE CONSTRUCTED CLOSER THAN 10' FROM THE OUTER EDGE OF THE EXISTING WATER MAIN. NOTE ALL PROPOSED INFRASTRUCTURE AS DRAWN MAINTAINS THE REQUIRED SEPARATION. THE PROPOSED FORCE MAIN SHALL NOT BE CONSTRUCTED CLOSER THAN 10' FROM THE OUTER EDGE OF THE EXISTING WATER MAIN. NOTE ALL PROPOSED INFRASTRUCTURE AS DRAWN MAINTAINS THE REQUIRED SEPARATION. 5. EXACT LOCATION OF PROPOSED VENT TO BE DETERMINED IN THE FIELD BY THE ENGINEER. EXACT LOCATION OF PROPOSED VENT TO BE DETERMINED IN THE FIELD BY THE ENGINEER. 6. CONTRACTOR SHALL UTILIZE EXPLORATORY EXCAVATION TO VERIFY EXACT LOCATION, ANGLE, DEPTH, MATERIAL CHARACTERISTICS, AND CONDITION OF EXISTING FORCE MAIN AND ALL SANITARY LATERALS TO BE CROSSED PRIOR TO CONTRACTOR SHALL UTILIZE EXPLORATORY EXCAVATION TO VERIFY EXACT LOCATION, ANGLE, DEPTH, MATERIAL CHARACTERISTICS, AND CONDITION OF EXISTING FORCE MAIN AND ALL SANITARY LATERALS TO BE CROSSED PRIOR TO ORDERING FITTINGS AND SETTING VALVE VAULT.
AutoCAD SHX Text
CONCRETE SIDEWALK REPLACEMENT 95 SQ. FT. - SEE NOTE 2 THIS SHEET
AutoCAD SHX Text
SURFACE RESTORATION - BITUMINOUS OVER FLEXIBLE BASE, 196 SQ. YD. - MAX PAY LIMITS SHOWN
EX. GROUND PROFILE - SHOWN AT CENTERLINE OF W. BROYHILL COURT
AutoCAD SHX Text
PROPOSED STRUCTURE D MANHOLE, 5' DIA. W/ STD. MH CASTING RIM ELEV. - MATCH EX. ROAD ELEVATION (+/- 691.50) N. INV. - +/- 680.23 (SEE NOTE BELOW) S. INV. - +/- 680.23 (SEE NOTE BELOW) N.E. INV. - 679.50 S.E. INV. - 679.50 NOTE: CONTRACTOR TO FIELD VERIFY EXISTING SEWER INVERTS USING EXPLORATORY EXCAVATION PRIOR TO ORDERING STRUCTURES
AutoCAD SHX Text
PROPOSED STRUCTURE C VALVE VAULT, 6'X8' W/ 30" ROUND AND 30"X30" SQUARE CASTINGS RIM ELEV. (SQUARE) - MATCH EX. ROAD ELEVATION (+/- 692.40) RIM ELEV. (ROUND) - MATCH EX. ROAD ELEVATION (+/- 692.36) TOP OF LID - 691.50 NW INV. (WET WELL A IN) - 684.00 NE INV. (WET WELL B IN) - 684.00 E INV. (OUT) - 684.00 VAULT INV. - 683.00 SEE DETAILS FOR ELEVATIONS OF ADDITIONAL PERFORATIONS
AutoCAD SHX Text
PROPOSED STRUCTURE B WET WELL, 5' DIA. W/ 30"X30" SQUARE CASTING RIM ELEV. - MATCH EX. ROAD ELEVATION (+/- 691.83) W INV. (FLOW IN) - 679.25 S INV. (CROSS-OVER PIPE) - 674.00 NE INV. (PUMP DISCHARGE) - 683.83 E INV. (1 1/4" POWER CONDUIT - SEE NOTE BELOW) - 688.0 E INV. (1" CONTROL CONDUIT - SEE NOTE BELOW) - 687.75 E INV. (SUMP PUMP DISCHARGE) - 685.25 SE INV. (VENT) - 688.00 WELL INV. - 673.50 NOTE: MAINTAIN 12" MINIMUM CLEARANCE BETWEEN POWER FEED AND CONTROL FEED CONDUITS
AutoCAD SHX Text
PROPOSED STRUCTURE A WET WELL, 5' DIA. W/ 30"X30" SQUARE CASTING RIM ELEV. - MATCH EX. ROAD ELEVATION (+/- 691.73) W INV. (FLOW IN) - 679.25 N INV. (CROSS-OVER PIPE) - 674.00 NE INV. (PUMP DISCHARGE) - 683.83 E INV. (1 1/4" POWER CONDUIT - SEE NOTE BELOW) - 688.0 E INV. (1 1/4" CONTROL CONDUIT - SEE NOTE BELOW) - 687.75 SE INV. (VENT) - 688.00 WELL INV. - 673.50 NOTE: MAINTAIN 12" MINIMUM CLEARANCE BETWEEN POWER FEED AND CONTROL FEED CONDUITS
AutoCAD SHX Text
FORCE MAIN CONNECTION (APPROXIMATE LOCATION - SEE NOTE 6) - SEE PROFILE FOR ADDITIONAL INFORMATION
AutoCAD SHX Text
ELEV: +/- 687.25 TO BE FIELD VERIFIED
AutoCAD SHX Text
PROPOSED STRUCTURE B
AutoCAD SHX Text
PROPOSED STRUCTURE A
AutoCAD SHX Text
PROPOSED STRUCTURE D
AutoCAD SHX Text
PROPOSED STRUCTURE C
AutoCAD SHX Text
D.I. ELBOW FITTING, 45°
AutoCAD SHX Text
SEE SYSTEM DIAGRAM AND PUMP STATION DETAILS FOR ADDITIONAL INFORMATION
AutoCAD SHX Text
4" PVC C900, DR 18 R.J. FORCE MAIN (CONSTRUCTED USING EXCAVATION) @ POSITIVE CONSISTENT SLOPE TO EXISTING FORCE MAIN CONNECTION
AutoCAD SHX Text
ELECTRICAL AND CONTROL FEED CONDUITS FROM CONTROL CABINET TO VALVE VAULT (5), 1" DIA. - MAINTAIN A MINIMUM OF 12" BETWEEN ELECTRICAL FEED CONDUITS AND CONTROL FEED CONDUITS - SEE ELECTRICAL DETAILS FOR ADDITIONAL INFORMATION
AutoCAD SHX Text
4" PVC C900, DR 18 R.J. FORCE MAIN (CONSTRUCTED USING EXCAVATION), 25 L.F.
AutoCAD SHX Text
CONCRETE SIDEWALK REPLACEMENT, 92 SQ. FT. - SEE NOTE 2 THIS SHEET
AutoCAD SHX Text
ATMOSPHERIC VENT AND ODOR CONTROL UNIT, 6" FLANGE VENT PIPE INV. - +/- 688.5 - SEE NOTE 5
AutoCAD SHX Text
PR. AWWA C900, DR 18 PVC VENT PIPE, 4"
AutoCAD SHX Text
FORCE MAIN CONNECTION (APPROXIMATE LOCATION - SEE NOTE 6) CONNECT USING ROMAC INDUSTRIES MACRO HP EXTENDED RANGE COUPLING SLEEVE
AutoCAD SHX Text
D.I. ELBOW FITTING
AutoCAD SHX Text
D.I. ELBOW FITTING - SEE NOTE 6
AutoCAD SHX Text
PROPOSED STRUCTURE C - VALVE VAULT
AutoCAD SHX Text
PROPOSED STRUCTURE A - WET WELL (STRUCTURE B OMITTED FOR CLARITY)
AutoCAD SHX Text
PROPOSED STRUCTURE D - MANHOLE 5' DIA.
AutoCAD SHX Text
PR. ASTM D3034, SDR 26 PVC PIPE, 10" (WET WELL CROSS-OVER PIPE)
AutoCAD SHX Text
8" PVC, SDR 26 SANITARY SEWER (12'-16' DP.), 25 L.F.
AutoCAD SHX Text
MANHOLE CASTING AND LID REMOVAL AND REPLACEMENT IN AN IMPROVED DRIVING AREA MANHOLE K11C014732
AutoCAD SHX Text
PR. AWWA C900, DR 18 PVC VENT PIPE, 6"
AutoCAD SHX Text
WYE AND REDUCER FITTINGS AS REQUIRED
AutoCAD SHX Text
CONCRETE BARRIER CURB CONSTRUCTION ADJACENT TO FLEXIBLE PAVEMENT, 20 L.F.
AutoCAD SHX Text
CONCRETE BARRIER CURB CONSTRUCTION ADJACENT TO FLEXIBLE PAVEMENT, 16 L.F.
AutoCAD SHX Text
8" PVC, SDR 26 SANITARY SEWER (12'-16' DP.)
NO
.D
AT
ED
ESC
RIP
TIO
N
RE
VIS
ION
S
Gre
ater
Peo
ria S
anita
ry D
istri
ctD
ESI
GN
ED
BY
:
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
APP
RO
VE
D B
Y:
PROJECT NO.
2322 S
. D
arst S
treet, P
eoria, IL 61607
Phone: (309) 637-3511 F
ax:(309) 637-6614
http://w
ww
.gpsd.dst.il.us/
PRO
JEC
T T
ITL
ESH
EE
T T
ITL
E
DRAWING
6
2156
BR
OY
HIL
L P
UM
P ST
AT
ION
IMPR
OV
EM
EN
TS
(201
9)G
PSD
PR
OJE
CT
215
6
PRO
POSE
D C
ON
DIT
ION
SA
ND
LA
YO
UT
PL
AN
FOR
AL
TE
RN
AT
E B
ID
AH
/JL
A
JLA
TL
TL
811 or 1-800-892-0123
AutoCAD SHX Text
TR
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
)
AutoCAD SHX Text
)
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROPOSED CONDITIONS AND LAYOUT PLAN - ALTERNATE BID
AutoCAD SHX Text
1" = 20'
AutoCAD SHX Text
N
AutoCAD SHX Text
0'
AutoCAD SHX Text
40'
AutoCAD SHX Text
20'
AutoCAD SHX Text
E:\PROJECTS\2156\CAD\PLANS\6 - PROPOSED SITE PLAN - ALTERNATE BID.DWG 11/27/2019 9:06 AM 11/27/2019 9:06 AM11/27/2019 9:06 AM
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROPOSED PROFILE VIEW - ALTERNATE BID
AutoCAD SHX Text
(H) 1" = 20' (V) 1" = 4'
AutoCAD SHX Text
PR. PUMP STATION CONTROL CABINET LOCATED IN SAME LOCATION AS EX. CABINET
AutoCAD SHX Text
NOTES: 1. COORDINATES ARE TO CALLED TO EDGE OF PAVEMENT, EDGE OF SIDEWALK, CENTER OF STRUCTURE (ROUND), OUTER EDGE OF STRUCTURE (SQUARE), AND CENTER OF FITTING UNLESS SHOWN OR ANNOTATED OTHERWISE. COORDINATES ARE TO CALLED TO EDGE OF PAVEMENT, EDGE OF SIDEWALK, CENTER OF STRUCTURE (ROUND), OUTER EDGE OF STRUCTURE (SQUARE), AND CENTER OF FITTING UNLESS SHOWN OR ANNOTATED OTHERWISE. 2. REPLACEMENT CONCRETE SIDEWALK SHALL BE CONSTRUCTED TO CITY OF PEORIA STANDARDS INCLUDING ACCESSIBILITY REQUIREMENTS TO MEET CURRENT PROWAG GUIDELINES. CROSS SLOPES SHALL NOT EXCEED 2%. REPLACEMENT CONCRETE SIDEWALK SHALL BE CONSTRUCTED TO CITY OF PEORIA STANDARDS INCLUDING ACCESSIBILITY REQUIREMENTS TO MEET CURRENT PROWAG GUIDELINES. CROSS SLOPES SHALL NOT EXCEED 2%. 3. NEITHER THE PROPOSED PUMP STATION NOR ANY PUMP STATION COMPONENT OR APPURTENANCE SHALL BE CONSTRUCTED CLOSER THAN 25' FROM THE OUTER EDGE OF THE EXISTING WATER MAIN. NOTE ALL PROPOSED NEITHER THE PROPOSED PUMP STATION NOR ANY PUMP STATION COMPONENT OR APPURTENANCE SHALL BE CONSTRUCTED CLOSER THAN 25' FROM THE OUTER EDGE OF THE EXISTING WATER MAIN. NOTE ALL PROPOSED INFRASTRUCTURE AS DRAWN MAINTAINS THE REQUIRED SEPARATION. 4. THE PROPOSED FORCE MAIN SHALL NOT BE CONSTRUCTED CLOSER THAN 10' FROM THE OUTER EDGE OF THE EXISTING WATER MAIN. NOTE ALL PROPOSED INFRASTRUCTURE AS DRAWN MAINTAINS THE REQUIRED SEPARATION. THE PROPOSED FORCE MAIN SHALL NOT BE CONSTRUCTED CLOSER THAN 10' FROM THE OUTER EDGE OF THE EXISTING WATER MAIN. NOTE ALL PROPOSED INFRASTRUCTURE AS DRAWN MAINTAINS THE REQUIRED SEPARATION. 5. EXACT LOCATION OF PROPOSED VENT TO BE DETERMINED IN THE FIELD BY GPSD. EXACT LOCATION OF PROPOSED VENT TO BE DETERMINED IN THE FIELD BY GPSD. 6. CONTRACTOR SHALL UTILIZE EXPLORATORY EXCAVATION TO VERIFY EXACT LOCATION, ANGLE, DEPTH, MATERIAL CHARACTERISTICS, AND CONDITION OF EXISTING FORCE MAIN AND ALL SANITARY LATERALS TO BE CROSSED PRIOR TO CONTRACTOR SHALL UTILIZE EXPLORATORY EXCAVATION TO VERIFY EXACT LOCATION, ANGLE, DEPTH, MATERIAL CHARACTERISTICS, AND CONDITION OF EXISTING FORCE MAIN AND ALL SANITARY LATERALS TO BE CROSSED PRIOR TO ORDERING FITTINGS AND SETTING VALVE VAULT.
AutoCAD SHX Text
CONCRETE SIDEWALK REPLACEMENT, 95 SQ. FT. - SEE NOTE 2 THIS SHEET
AutoCAD SHX Text
SURFACE RESTORATION - BITUMINOUS OVER FLEXIBLE BASE, 196 SQ. YD. - MAX PAY LIMITS SHOWN
EX. GROUND PROFILE - SHOWN AT CENTERLINE OF W. BROYHILL COURT
AutoCAD SHX Text
PROPOSED STRUCTURE B
AutoCAD SHX Text
PROPOSED STRUCTURE A
AutoCAD SHX Text
PROPOSED STRUCTURE D
AutoCAD SHX Text
PROPOSED STRUCTURE C
AutoCAD SHX Text
D.I. ELBOW FITTING, 22.5°
AutoCAD SHX Text
SEE SYSTEM DIAGRAM AND PUMP STATION DETAILS FOR ADDITIONAL INFORMATION
AutoCAD SHX Text
4" PVC C900, DR 18 R.J. OR HDPE C906, DR 11 F.J. FORCE MAIN (CONSTRUCTED USING EXCAVATION OR DIRECTIONAL DRILLING METHODS) - 462 FT @ 2.06%
AutoCAD SHX Text
ELECTRICAL AND CONTROL FEED CONDUITS FROM CONTROL CABINET TO VALVE VAULT (5), 1" DIA. - MAINTAIN A MINIMUM OF 12" BETWEEN ELECTRICAL FEED CONDUITS AND CONTROL FEED CONDUITS - SEE ELECTRICAL DETAILS FOR ADDITIONAL INFORMATION
AutoCAD SHX Text
BEND/DEFLECT PIPE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS TO MAINTAIN PROPOSED ALIGNMENT
AutoCAD SHX Text
D.I. ELBOW FITTING - SEE NOTE 6
AutoCAD SHX Text
PROPOSED STRUCTURE C - VALVE VAULT
AutoCAD SHX Text
PROPOSED STRUCTURE A - WET WELL (STRUCTURE B OMITTED FOR CLARITY)
AutoCAD SHX Text
PROPOSED STRUCTURE D - MANHOLE 5' DIA.
AutoCAD SHX Text
PR. ASTM D3034, SDR 26 PVC PIPE, 10" (WET WELL CROSS-OVER PIPE)
AutoCAD SHX Text
CORE AND BOOT 4" CONNECTION INTO EXISTING MANHOLE AT ELEVATION 693.50
AutoCAD SHX Text
D.I. ELBOW FITTING, 22.5°
AutoCAD SHX Text
PROPOSED STRUCTURE D MANHOLE, 5' DIA. W/ STD. MH CASTING RIM ELEV. - MATCH EX. ROAD ELEVATION (+/- 691.50) N. INV. - +/- 680.23 (SEE NOTE BELOW) S. INV. - +/- 680.23 (SEE NOTE BELOW) N.E. INV. - 679.50 S.E. INV. - 679.50 NOTE: CONTRACTOR TO FIELD VERIFY EXISTING SEWER INVERTS USING EXPLORATORY EXCAVATION PRIOR TO ORDERING STRUCTURES
AutoCAD SHX Text
PROPOSED STRUCTURE C VALVE VAULT, 6'X8' W/ 30" ROUND AND 30"X30" SQUARE CASTINGS RIM ELEV. (SQUARE) - MATCH EX. ROAD ELEVATION (+/- 692.40) RIM ELEV. (ROUND) - MATCH EX. ROAD ELEVATION (+/- 692.36) TOP OF LID - 691.50 NW INV. (WET WELL A IN) - 684.00 NE INV. (WET WELL B IN) - 684.00 E INV. (OUT) - 684.00 VAULT INV. - 683.00 SEE DETAILS FOR ELEVATIONS OF ADDITIONAL PERFORATIONS
AutoCAD SHX Text
PROPOSED STRUCTURE B WET WELL, 5' DIA. W/ 30"X30" SQUARE CASTING RIM ELEV. - MATCH EX. ROAD ELEVATION (+/- 691.83) W INV. (FLOW IN) - 679.25 S INV. (CROSS-OVER PIPE) - 674.00 NE INV. (PUMP DISCHARGE) - 683.83 E INV. (1 1/4" POWER CONDUIT - SEE NOTE BELOW) - 688.0 E INV. (1" CONTROL CONDUIT - SEE NOTE BELOW) - 687.75 E INV. (SUMP PUMP DISCHARGE) - 685.25 SE INV. (VENT) - 688.00 WELL INV. - 673.50 NOTE: MAINTAIN 12" MINIMUM CLEARANCE BETWEEN POWER FEED AND CONTROL FEED CONDUITS
AutoCAD SHX Text
PROPOSED STRUCTURE A WET WELL, 5' DIA. W/ 30"X30" SQUARE CASTING RIM ELEV. - MATCH EX. ROAD ELEVATION (+/- 691.73) W INV. (FLOW IN) - 679.25 N INV. (CROSS-OVER PIPE) - 674.00 NE INV. (PUMP DISCHARGE) - 683.83 E INV. (1 1/4" POWER CONDUIT - SEE NOTE BELOW) - 688.0 E INV. (1 1/4" CONTROL CONDUIT - SEE NOTE BELOW) - 687.75 SE INV. (VENT) - 688.00 WELL INV. - 673.50 NOTE: MAINTAIN 12" MINIMUM CLEARANCE BETWEEN POWER FEED AND CONTROL FEED CONDUITS
AutoCAD SHX Text
CONCRETE BARRIER CURB CONSTRUCTION ADJACENT TO FLEXIBLE PAVEMENT, 16 L.F.
AutoCAD SHX Text
8" PVC, SDR 26 SANITARY SEWER (12'-16' DP.), 25 L.F.
AutoCAD SHX Text
MANHOLE CASTING AND LID REMOVAL AND REPLACEMENT IN AN IMPROVED DRIVING AREA MANHOLE K11C014732
AutoCAD SHX Text
8" PVC, SDR 26 SANITARY SEWER (12'-16' DP.)
AutoCAD SHX Text
ATMOSPHERIC VENT AND ODOR CONTROL UNIT, 6" FLANGE VENT PIPE INV. - +/- 688.5 - SEE NOTE 5
AutoCAD SHX Text
4" PVC C900, DR 18 R.J. OR HDPE C906, DR 11 F.J. FORCE MAIN (CONSTRUCTED USING EXCAVATION OR DIRECTIONAL DRILLING METHODS), 462 L.F.
AutoCAD SHX Text
PR. AWWA C900, DR 18 PVC VENT PIPE, 4"
AutoCAD SHX Text
PR. AWWA C900, DR 18 PVC VENT PIPE, 6"
AutoCAD SHX Text
WYE AND REDUCER FITTINGS AS REQUIRED
NO
.D
AT
ED
ESC
RIP
TIO
N
RE
VIS
ION
S
Gre
ater
Peo
ria S
anita
ry D
istri
ctD
ESI
GN
ED
BY
:
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
APP
RO
VE
D B
Y:
PROJECT NO.
2322 S
. D
arst S
treet, P
eoria, IL 61607
Phone: (309) 637-3511 F
ax:(309) 637-6614
http://w
ww
.gpsd.dst.il.us/
PRO
JEC
T T
ITL
ESH
EE
T T
ITL
E
DRAWING
7
2156
BR
OY
HIL
L P
UM
P ST
AT
ION
IMPR
OV
EM
EN
TS
(201
9)G
PSD
PR
OJE
CT
215
6
PUM
P ST
AT
ION
SYST
EM
DIA
GR
AM
AH
/ JL
A
JLA
TL
TL
811 or 1-800-892-0123
AutoCAD SHX Text
SEE PUMP STATION DETAILS AND NOTES FOR ADDITIONAL INFORMATION
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PUMP STATION SYSTEM DIAGRAM
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
E:\PROJECTS\2156\CAD\PLANS\7 - SYSTEM DIAGRAM.DWG 11/27/2019 9:07 AM 11/27/2019 9:07 AM11/27/2019 9:07 AM
AutoCAD SHX Text
EX. TRANSITE FORCE MAIN, 4"
AutoCAD SHX Text
BASE BID -4" PVC C900, DR 18 R.J. FORCE MAIN (CONSTRUCTED USING EXCAVATION) @ POSITIVE CONSISTENT SLOPE TO EXISTING FORCE MAIN CONNECTION
AutoCAD SHX Text
BASE BID - FORCE MAIN CONNECTION INV. - +/- 687.25
AutoCAD SHX Text
ALTERNATE BID - 4" PVC C900, DR 18 R.J. OR HDPE C906, DR 11 F.J. FORCE MAIN (CONSTRUCTED USING EXCAVATION OR DIRECTIONAL DRILLING METHODS)" @ 2.06%
AutoCAD SHX Text
ALTERNATE BID - CONSTRUCT NEW FORCE MAIN FROM VALVE VAULT TO EX. MANHOLE K11C014755
AutoCAD SHX Text
EXISTING STRUCTURE MANHOLE K11C014755
AutoCAD SHX Text
EXISTING STRUCTURE MANHOLE K11C014732
AutoCAD SHX Text
PROPOSED STRUCTURE D MANHOLE, 5' DIA. W/ STD. MH CASTING RIM ELEV. - MATCH EX. ROAD ELEVATION (+/- 691.50) N. INV. - +/- 680.23 (CONTRACTOR TO FIELD VERIFY USING EXPLORATORY EXCAVATION PRIOR TO ORDERING STRUCTURES) S. INV. - +/- 680.23 (CONTRACTOR TO FIELD VERIFY USING EXPLORATORY EXCAVATION PRIOR TO ORDERING STRUCTURES) N.E. INV. - 679.50 S.E. INV. - 679.50
AutoCAD SHX Text
PROPOSED CONTROL CABINET TO BE LOCATED AT THE SAME LOCATION AS EXISTING CABINET ON NEW CONCRETE FOUNDATION - SEE DETAILS
AutoCAD SHX Text
WET WELL ATMOSPHERIC VENT W/ ODOR CONTROL UNIT, 6" - SEE PUMP STATION NOTES FOR ADDITIONAL INFORMATION VENT PIPE INV. - +/- 688.5
AutoCAD SHX Text
PUMP STATION SET POINTS 678.50 - HIGH WATER ALARM 678.30 - LAG PUMP ON 677.08 - LEAD PUMP ON 676.00 - PUMP OFF 675.50 - LOW WATER ALARM 673.50 - WET WELL INVERTS
AutoCAD SHX Text
PR. AWWA C900, DR 18 R.J. PVC VENT PIPE, 4" @ 1.0%
AutoCAD SHX Text
PR. AWWA C900, DR 18 R.J. PVC VENT PIPE, 6" @ 1.3%
AutoCAD SHX Text
ELECTRICAL AND CONTROL FEED CONDUITS FROM CONTROL CABINET TO VALVE VAULT (5), 1" DIA. - MAINTAIN A MINIMUM OF 12" BETWEEN ELECTRICAL FEED CONDUITS AND CONTROL FEED CONDUITS - SEE ELECTRICAL DETAILS FOR ADDITIONAL INFORMATION
AutoCAD SHX Text
ALTERNATE BID - CORE AND BOOT 4" CONNECTION INTO EXISTING MANHOLE INV. - +/- 693.50
AutoCAD SHX Text
PROPOSED STRUCTURE C VALVE VAULT, 6'X8' W/ 30" ROUND AND 30"X30" SQUARE CASTINGS - SEE NOTES AND DETAILS RIM ELEV. (SQUARE) - MATCH EX. ROAD ELEVATION (+/- 692.40) RIM ELEV. (ROUND) - MATCH EX. ROAD ELEVATION (+/- 692.36) TOP OF LID - 691.50 NW INV. (WET WELL A IN) - 684.00 NE INV. (WET WELL B IN) - 684.00 E INV. (OUT) - 684.00 VAULT INV. - 683.00 SEE DETAILS FOR ELEVATIONS OF ADDITIONAL PERFORATIONS
AutoCAD SHX Text
PROPOSED STRUCTURE B WET WELL, 5' DIA. W/ 30"X30" SQUARE CASTING - SEE NOTES AND DETAILS RIM ELEV. - MATCH EX. ROAD ELEVATION (+/- 691.83) W INV. (FLOW IN) - 679.25 S INV. (CROSS-OVER PIPE) - 674.00 NE INV. (PUMP DISCHARGE) - 683.83 E INV. (1 1/4" POWER CONDUIT - SEE NOTE BELOW) - 688.0 E INV. (1" CONTROL CONDUIT - SEE NOTE BELOW) - 687.75 E INV. (SUMP PUMP DISCHARGE) - 685.25 SE INV. (VENT) - 688.00 WELL INV. - 673.50 NOTE: MAINTAIN 12" MINIMUM CLEARANCE BETWEEN POWER FEED AND CONTROL FEED CONDUITS
AutoCAD SHX Text
PROPOSED STRUCTURE A WET WELL, 5' DIA. W/ 30"X30" SQUARE CASTING - SEE NOTES AND DETAILS RIM ELEV. - MATCH EX. ROAD ELEVATION (+/- 691.73) W INV. (FLOW IN) - 679.25 N INV. (CROSS-OVER PIPE) - 674.00 NE INV. (PUMP DISCHARGE) - 683.83 E INV. (1 1/4" POWER CONDUIT - SEE NOTE BELOW) - 688.0 E INV. (1 1/4" CONTROL CONDUIT - SEE NOTE BELOW) - 687.75 SE INV. (VENT) - 688.00 WELL INV. - 673.50 NOTE: MAINTAIN 12" MINIMUM CLEARANCE BETWEEN POWER FEED AND CONTROL FEED CONDUITS
AutoCAD SHX Text
PROPOSED STRUCTURE D
AutoCAD SHX Text
PROPOSED STRUCTURE C
AutoCAD SHX Text
PROPOSED STRUCTURE A
AutoCAD SHX Text
PROPOSED STRUCTURE B
AutoCAD SHX Text
VALVE VAULT SUMP PUMP
AutoCAD SHX Text
1 1/4" POWER FEED CONDUIT, TYP. - NOTE CONTROL FEED CONDUITS OMITTED FOR CLARITY
E:\PROJECTS\2156\CAD\PLANS\8 - PUMP STATION DETAILS.DWG 11/27/2019 9:07 AM 11/27/2019 9:07 AM11/27/2019 9:07 AM
AutoCAD SHX Text
PROPOSED STRUCTURE D
AutoCAD SHX Text
PROPOSED STRUCTURE C
AutoCAD SHX Text
PROPOSED STRUCTURE A/B
AutoCAD SHX Text
ELEV: 673.50
AutoCAD SHX Text
LOW WATER ALARM ELEV: 675.50
AutoCAD SHX Text
LEAD PUMP ON ELEV: 677.08
AutoCAD SHX Text
LAG PUMP ON ELEV: 678.30
AutoCAD SHX Text
HIGH WATER ALARM ELEV: 678.50
AutoCAD SHX Text
PUMP OFF ELEV: 676.00
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
VALVE VAULT PLAN VIEW
AutoCAD SHX Text
1" = 2'
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
VALVE VAULT SECTION A-A
AutoCAD SHX Text
1" = 2'
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
VALVE VAULT SECTION B-B
AutoCAD SHX Text
1" = 2'
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
I
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
P
AutoCAD SHX Text
Q
AutoCAD SHX Text
R
AutoCAD SHX Text
EAST JORDAN 8196 30"X30" ACCESS HATCH ASSEMBLY BOLTED, BOTTOM FLANGE 5" TALL FRAME, LIFT ASSIST, EXTRA HEAVY DUTY AIRPORT RATED W/ SAFETY GRATE (00819681B02)
AutoCAD SHX Text
NEENAH R1916-H1 CASTING
AutoCAD SHX Text
STANDARD MANHOLE CASTING - NEENAH R-1530 TYPE "B", R1915-H2 OR R-1916-C, OR EAST JORDAN NO. 1920, OR EQUAL NEENAH R-1530 TYPE "B", R1915-H2 OR R-1916-C, OR EAST JORDAN NO. 1920, OR EQUAL WITH RAISED "PSD" LETTERING
RISING STEM KNIFE GATE VALVE W/ HAND WHEEL OPERATOR AND PURGE PORTS LOCATED AT THE 5 AND 7 O'CLOCK POSITIONS, 4" - ORBINOX SERIES 20. FLUSH VALVES SHALL BE FIELD INSTALLED WITH FLUSH LINES INSTALLED AND ROUTED AS APPROVED BY THE ENGINEER.
AutoCAD SHX Text
D.I. FLANGED FITTING, 90° REDUCING ELBOW, 6"X4"
AutoCAD SHX Text
PREFABRICATED SUMP PUMP SYSTEM - ZOELLER 900 SERIES DELUXE MODEL (900-0001). INSTILL IN 24" ROUND-OUT IN BASE OF VALVE VAULT. SYSTEM SHALL BE SET 1" BELOW THE FLOOR OF THE VAULT AND GROUTED INTO PLACE. DRILL 8 - 1" DRAIN HOLES IN LID OF BASIN.
PUMP SLIDE RAIL SYSTEM, TYPE 316 STAINLESS STEEL, 2" DIA.
AutoCAD SHX Text
PUMP SLIDE RAIL MOUNT BRACKETS, TYPE 316 STAINLESS STEEL
AutoCAD SHX Text
PUMP LIFTING CHAIN, 3/8", TYPE 316 STAINLESS STEEL
AutoCAD SHX Text
EXISTING SAN. SEWER, 8" VCP. INSTALL TEMPORARY SAN. SEWER, 8" ASTM D3034, SDR 26 PVC PIPE TO MAINTAIN EXISTING FLOW ROUTING DURING CONSTRUCTION OF PROPOSED PUMP STATION. AFTER PROPOSED PUMP STATION IS COMPLETE SEAL TEMPORARY PIPE CONNECTION.
AutoCAD SHX Text
SUBMERSIBLE LEVEL TRANSDUCER (PRIMARY LEVEL CONTROL) INSTALLED IN STRUCTURE B ONLY - SEE ELECTRICAL DETAILS FOR ADDITIONAL INFORMATION
AutoCAD SHX Text
FLOAT SWITCHES (REDUNDANT LEVEL CONTROL) INSTALLED IN STRUCTURE A ONLY - SEE ELECTRICAL DETAILS FOR ADDITIONAL INFORMATION
AutoCAD SHX Text
FLOAT SWITCH HANGER BRACKET, TYPE 316 STAINLESS STEEL INSTALLED IN STRUCTURE A ONLY
AutoCAD SHX Text
SUBMERSIBLE VORTEX PUMP, 3" - GORMAN RUPP SFV3B WITH OPTIONAL RAIL KIT AND BASE ELBOW - SEE PUMP STATION NOTES FOR ADDITIONAL REQUIREMENTS
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
CAMLOCK FITTING, TYPE "F" ADAPTER WITH TYPE "DC" CAP, 6"
AutoCAD SHX Text
CAMLOCK FITTING, TYPE "F" ADAPTER WITH TYPE "DC" CAP, 4"
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
F
AutoCAD SHX Text
F
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
FLANGE ADAPTER, 4"- STAR SUPER FLANGE 7200, TYP.
AutoCAD SHX Text
FLANGE ADAPTER, 4"- STAR SUPER FLANGE 7200, TYP.
AutoCAD SHX Text
FLANGE ADAPTER, 4"- STAR SUPER FLANGE 7200, TYP.
AutoCAD SHX Text
FLANGE ADAPTER, 4"- STAR SUPER FLANGE 7200, TYP.
AutoCAD SHX Text
ADJUSTABLE PIPE SUPPORTS - STANDON MODEL S89, TYP.
AutoCAD SHX Text
ADJUSTABLE PIPE SUPPORTS - STANDON MODEL S89, TYP.
AutoCAD SHX Text
ADJUSTABLE PIPE SUPPORTS - STANDON MODEL S89, TYP.
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
24" ROUND OUT IN BASE OF VAULT FOR PREFABRICATED SUMP PUMP SYSTEM
AutoCAD SHX Text
GROUT SEAL BETWEEN VALVE VAULT AND SUMP PUMP BASIN
AutoCAD SHX Text
GROUT SEAL BETWEEN VALVE VAULT AND SUMP PUMP BASIN
AutoCAD SHX Text
GROUT SEAL BETWEEN VALVE VAULT AND SUMP PUMP BASIN
AutoCAD SHX Text
SEAL SUMP PUMP BASIN INLET WATERTIGHT
AutoCAD SHX Text
SEAL SUMP PUMP BASIN INLET WATERTIGHT
AutoCAD SHX Text
SEAL SUMP PUMP BASIN INLET WATERTIGHT
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
NOTE: WET WELL CROSS-OVER PIPE OMITTED FOR CLARITY
AutoCAD SHX Text
NOTE: CASTINGS AND ELECTRICAL ENCLOSURES OMITTED FOR CLARITY
AutoCAD SHX Text
B
AutoCAD SHX Text
O
AutoCAD SHX Text
P
AutoCAD SHX Text
AWWA C900, DR 18 R.J. PVC PIPE, 4", TYP.
AutoCAD SHX Text
AWWA C900, DR 18 R.J. PVC PIPE, 4", TYP.
AutoCAD SHX Text
AWWA C900, DR 18 R.J. PVC PIPE, 4", TYP.
AutoCAD SHX Text
Q
AutoCAD SHX Text
TRANSITION SUMP PUMP DISCHARGE FROM 1 1/2" TO 4" WITH FLEXIBLE COUPLER
AutoCAD SHX Text
CHECK VALVE, 1 1/2"
AutoCAD SHX Text
WET WELL POWER/CONTROL CONDUITS ELEV: 688.00
AutoCAD SHX Text
CONTROL PANEL CONDUITS ELEV: 688.75
AutoCAD SHX Text
WET WELL POWER/CONTROL CONDUITS ELEV: 688.00
AutoCAD SHX Text
CONTROL PANEL CONDUITS ELEV: 688.75
AutoCAD SHX Text
ELEV: 691.50
AutoCAD SHX Text
ELEV: 683.00
AutoCAD SHX Text
ELEV: 683.00
AutoCAD SHX Text
ELEV: 691.50
AutoCAD SHX Text
ELEV: 682.50
AutoCAD SHX Text
ELEV: 682.50
AutoCAD SHX Text
ELEV: 690.50
AutoCAD SHX Text
ELEV: 690.50
AutoCAD SHX Text
ELEV: 690.75
AutoCAD SHX Text
ELEV: 689.75
AutoCAD SHX Text
ELEV: 684.00
AutoCAD SHX Text
ELEV: 684.00
AutoCAD SHX Text
R
AutoCAD SHX Text
CAST-IN-PLACE FILLETS, TYP.
AutoCAD SHX Text
SUMP PUMP DISCHARGE PIPE INV. ELEV: 685.25
AutoCAD SHX Text
SUMP PUMP DISCHARGE PIPE INV. ELEV: 685.25
AutoCAD SHX Text
I
AutoCAD SHX Text
SEE PUMP STATION NOTES FOR ADDITIONAL INFORMATION AND REQUIREMENTS
AutoCAD SHX Text
ALL EQUIPMENT AND APPURTENANCES SPECIFIED MAY BE SUBSTITUTED WITH AN APPROVED EQUAL. SUBSTITUTION REQUESTS MUST BE SUBMITTED IN WRITING AND APPROVED PRIOR TO THE OPENING OF BIDS.
AutoCAD SHX Text
PUMP STATION EQUIPMENT AND APPURTENANCES
AutoCAD SHX Text
S
AutoCAD SHX Text
FORMED AND CAST-IN-PLACE CONCRETE CASTING FRAME RISER BLOCK. CASTING FRAME SHALL BE SET ON JACK BOLTS AND ADJUSTED TO STREET GRADE PRIOR TO FORMING AND POURING THE RISER BLOCK. CONCRETE SHALL BE IDOT CLASS SI AND VIBRATED SUFFICIENTLY TO ACHIEVE FULL CONSOLIDATION WITHIN THE FORM WORK. PROVIDE BOND BREAK BETWEEN CASTING AND RISER BLOCK.
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
STEEL REBAR, NO. 4, TYP.
AutoCAD SHX Text
STEEL REBAR, NO. 4, TYP.
AutoCAD SHX Text
STEEL REBAR, NO. 4, TYP.
AutoCAD SHX Text
STEEL REBAR, NO. 4, TYP.
AutoCAD SHX Text
ELEV: 672.83
AutoCAD SHX Text
AWWA C900, DR 18 R.J. PVC PIPE, 4", TYP.
AutoCAD SHX Text
G
AutoCAD SHX Text
SUMP PUMP DISCHARGE ELEV: 678.50
AutoCAD SHX Text
DISCHARGE PIPE SUPPORT BRACKET ANCHORED TO MANHOLE, TYP.
AutoCAD SHX Text
RELOCATED GAS SERVICE BEDDED IN SAND PER AMEREN REQUIREMENTS
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
RESTRAIN WITH 3/4" DIAMETER STAINLESS STEEL THREADED ROD, TYPE 304 OR 316
NO
.D
AT
ED
ESC
RIP
TIO
N
RE
VIS
ION
S
Gre
ater
Peo
ria S
anita
ry D
istri
ctD
ESI
GN
ED
BY
:
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
APP
RO
VE
D B
Y:
PROJECT NO.
2322 S
. D
arst S
treet, P
eoria, IL 61607
Phone: (309) 637-3511 F
ax:(309) 637-6614
http://w
ww
.gpsd.dst.il.us/
PRO
JEC
T T
ITL
ESH
EE
T T
ITL
E
DRAWING
9
2156
BR
OY
HIL
L P
UM
P ST
AT
ION
IMPR
OV
EM
EN
TS
(201
9)G
PSD
PR
OJE
CT
215
6
MIS
CE
LL
AN
EO
US
DE
TA
ILS
AH
/JL
A
JLA
TL
TL
811 or 1-800-892-0123
PSD
P
AutoCAD SHX Text
E:\PROJECTS\2156\CAD\PLANS\9 - MISCELLANEOUS DETAILS.DWG 11/27/2019 9:07 AM 11/27/2019 9:07 AM11/27/2019 9:07 AM
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
@ 28 days.
AutoCAD SHX Text
5,000 psi
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
FLAT TOP MANHOLE
AutoCAD SHX Text
REV:
AutoCAD SHX Text
SECTION C-C
AutoCAD SHX Text
1"
AutoCAD SHX Text
3 1/2"
AutoCAD SHX Text
6"
AutoCAD SHX Text
1 1/2"
AutoCAD SHX Text
2 1/2"
AutoCAD SHX Text
CONCRETE LID REINFORCEMENT
AutoCAD SHX Text
6"
AutoCAD SHX Text
Peoria, Illinois 61607-2093
AutoCAD SHX Text
Phone 637-3511 Fax 637-6614
AutoCAD SHX Text
2322 South Darst Street
AutoCAD SHX Text
GREATER PEORIA SANITARY DIST.
AutoCAD SHX Text
C
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
JES
AutoCAD SHX Text
JES
AutoCAD SHX Text
SURVEYED:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
C
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
PLACED 16" APART.
AutoCAD SHX Text
THE OUTLET PIPE.
AutoCAD SHX Text
PLACED AT 90%%D TO
AutoCAD SHX Text
LARGER THAN 12" THE
AutoCAD SHX Text
MANHOLES WITH LINES
AutoCAD SHX Text
OR 12" LINES. IN
AutoCAD SHX Text
MANHOLES WITH 8"
AutoCAD SHX Text
THE OUTLET PIPE IN
AutoCAD SHX Text
BE POSITIONED OVER
AutoCAD SHX Text
STEEL CORE SHALL
AutoCAD SHX Text
PLASTIC STEPS WITH
AutoCAD SHX Text
ENGINEER.
AutoCAD SHX Text
BE DESIGNED BY A STRUCTURAL
AutoCAD SHX Text
GREATER THAN 20 FEET SHALL
AutoCAD SHX Text
DIAMETER AND/OR AT DEPTHS
AutoCAD SHX Text
PIPES GREATER THAN 42" IN
AutoCAD SHX Text
FLAT TOP MANHOLES USED WITH
AutoCAD SHX Text
DIAMETER AT DEPTHS TO 20 FEET.
AutoCAD SHX Text
TO ACCEPT PIPES UP TO 42" IN
AutoCAD SHX Text
FLAT TOP MANHOLES ARE DESIGNED
AutoCAD SHX Text
TIED TO REINFORCING
AutoCAD SHX Text
U BOLT: 3/4"%%C
AutoCAD SHX Text
BARS.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CLASS "SI"
AutoCAD SHX Text
STEPS SHALL BE
AutoCAD SHX Text
STEPS SHALL BE
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
SEALER OR GASKET
AutoCAD SHX Text
BUTYL RUBBER JOINT
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
ASPHALTIC BASED
AutoCAD SHX Text
BACK PLASTER WITH
AutoCAD SHX Text
24"
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
7"
AutoCAD SHX Text
60"
AutoCAD SHX Text
48" OR 60"
AutoCAD SHX Text
9"
AutoCAD SHX Text
6"
AutoCAD SHX Text
OF O.D.
AutoCAD SHX Text
#5%%C 5"O.C.
AutoCAD SHX Text
REINFORCING
AutoCAD SHX Text
LIFTING "U" BOLTS
AutoCAD SHX Text
72"
AutoCAD SHX Text
23"
AutoCAD SHX Text
TOP VIEW
AutoCAD SHX Text
A
AutoCAD SHX Text
PSD
AutoCAD SHX Text
1/12th
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
FEB 14
AutoCAD SHX Text
HORIZ.
AutoCAD SHX Text
PAGE
AutoCAD SHX Text
095-1
AutoCAD SHX Text
AUG. 68
AutoCAD SHX Text
VERT.
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
D
AutoCAD SHX Text
D/2
AutoCAD SHX Text
6" MIN.
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
9"
AutoCAD SHX Text
3"
AutoCAD SHX Text
U-BOLTS-2
AutoCAD SHX Text
1"
AutoCAD SHX Text
UNDISTURBED
AutoCAD SHX Text
EARTH
AutoCAD SHX Text
12" OR 16" BARREL SECTION
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
ADJUSTING RINGS AS NECESSARY AND IN ACCORDANCE WITH SECTION 043 OF THE SPECIFICATIONS
AutoCAD SHX Text
CASTINGS IN ACCORDANCE WITH GPSD SPECIFICATIONS
AutoCAD SHX Text
SEALER OR GASKET
AutoCAD SHX Text
BUTYL RUBBER JOINT
AutoCAD SHX Text
REV:
AutoCAD SHX Text
NOV 17
AutoCAD SHX Text
MANHOLE FRAME & COVER
AutoCAD SHX Text
GREATER PEORIA SANITARY DIST.
AutoCAD SHX Text
Phone 637-3511 Fax 637-6614
AutoCAD SHX Text
Peoria, Illinois 61607-2093
AutoCAD SHX Text
2322 South Darst Street
AutoCAD SHX Text
SURVEYED:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
APPROVED: JES
AutoCAD SHX Text
CHECKED: JES
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
REV: FEB. 11
AutoCAD SHX Text
ARA
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
STANDARD MANHOLE CASTINGS
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
APR. 08
AutoCAD SHX Text
NTS
AutoCAD SHX Text
HORIZ.
AutoCAD SHX Text
PAGE 095-4
AutoCAD SHX Text
NTS
AutoCAD SHX Text
VERT.
AutoCAD SHX Text
RAISED 1/16"
AutoCAD SHX Text
LETTERS RAISED FLUSHED WITH LID
AutoCAD SHX Text
4"
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
REV: SEP. 12
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
LETTER DETAIL
AutoCAD SHX Text
ROUND RUBBER GASKET IN MACHINED GROOVE
AutoCAD SHX Text
REV: FEB. 14
AutoCAD SHX Text
NEENAH R-1530 TYPE "B", R1915-H2 OR R-1916-C, OR EAST JORDAN NO. 1920, OR EQUAL
AutoCAD SHX Text
ADJUSTING RINGS AS NECESSARY AND IN ACCORDANCE WITH SECTION 043 OF THE GPSD SPECIFICATIONS
AutoCAD SHX Text
GREATER PEORIA SANITARY DIST.
AutoCAD SHX Text
Peoria, Illinois 61607-2093
AutoCAD SHX Text
Phone 637-3511 Fax 637-6614
AutoCAD SHX Text
2322 South Darst Street
AutoCAD SHX Text
095-17
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
PAGE
AutoCAD SHX Text
REV 2:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
COP PAVEMENT
AutoCAD SHX Text
SURVEYED:
AutoCAD SHX Text
.
AutoCAD SHX Text
09/2003
AutoCAD SHX Text
HORIZ.
AutoCAD SHX Text
VERT.
AutoCAD SHX Text
DETAILS\095-17.DWG 1=1
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
BITUMINOUS OVER FLEX BASE
AutoCAD SHX Text
BITUMINOUS
AutoCAD SHX Text
SUBBASE
AutoCAD SHX Text
BITUMINOUS
AutoCAD SHX Text
GRAVEL OR
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
REPLACEMENT
AutoCAD SHX Text
7"
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
BASE
AutoCAD SHX Text
SUBBASE
AutoCAD SHX Text
FLOWABLE
AutoCAD SHX Text
REPLACEMENT
AutoCAD SHX Text
CONCRETE SURFACE
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
BITUMINOUS
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
BASE
AutoCAD SHX Text
FLOWABLE
AutoCAD SHX Text
10"
AutoCAD SHX Text
REPLACEMENT
AutoCAD SHX Text
BITUMINOUS OVER RIGID BASE-1
AutoCAD SHX Text
BITUMINOUS
AutoCAD SHX Text
3"
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
FLOWABLE
AutoCAD SHX Text
BASE
AutoCAD SHX Text
REPLACEMENT
AutoCAD SHX Text
BITUMINOUS
AutoCAD SHX Text
BITUMINOUS OVER RIGID BASE-2
AutoCAD SHX Text
8" CA-6
AutoCAD SHX Text
VARIED
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
BASE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
SUBBASE
AutoCAD SHX Text
(HMA Available)
AutoCAD SHX Text
REPLACEMENT
AutoCAD SHX Text
3" HMA
AutoCAD SHX Text
FLOWABLE
AutoCAD SHX Text
REPLACEMENT
AutoCAD SHX Text
BRICK TO CONCRETE
AutoCAD SHX Text
FLOWABLE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
8-10"
AutoCAD SHX Text
REPLACEMENT
AutoCAD SHX Text
CONCRETE ALLEY
AutoCAD SHX Text
PCC
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SUBBASE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
BASE
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
REPLACEMENT
AutoCAD SHX Text
BRICK, SPECIAL
AutoCAD SHX Text
REPLACED
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
FLOWABLE
AutoCAD SHX Text
BITUMINOUS
AutoCAD SHX Text
8-10"
AutoCAD SHX Text
PCC
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
PCC
AutoCAD SHX Text
SUBBASE
AutoCAD SHX Text
8"
AutoCAD SHX Text
PCC
AutoCAD SHX Text
BITUMINOUS
AutoCAD SHX Text
8"
AutoCAD SHX Text
PCC
AutoCAD SHX Text
SUBBASE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
BASE &
AutoCAD SHX Text
SUBBASE
AutoCAD SHX Text
04/2010
AutoCAD SHX Text
FLOWABLE
AutoCAD SHX Text
VARIED
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
REPLACEMENT
AutoCAD SHX Text
10" RECYCLED
AutoCAD SHX Text
AGGREGATE
AutoCAD SHX Text
FLOWABLE
AutoCAD SHX Text
MATERIALS
AutoCAD SHX Text
REV 3:
AutoCAD SHX Text
08/2017
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
JES
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
REPLACEMENT
AutoCAD SHX Text
BITUMINOUS ALLEY
AutoCAD SHX Text
(HMA Not Available)
AutoCAD SHX Text
BITUMINOUS ALLEY
AutoCAD SHX Text
"HOT PATCH" PCC
AutoCAD SHX Text
BASE
AutoCAD SHX Text
FLOWABLE
AutoCAD SHX Text
REV 4:
AutoCAD SHX Text
04/2013
AutoCAD SHX Text
JWB
AutoCAD SHX Text
JES
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
REPLACEMENT
AutoCAD SHX Text
MATERIALS OTHER THAN PCC
AutoCAD SHX Text
MANHOLE CASTING AND LID REMOVAL AND REPLACEMENT PAVEMENT RESTORATION; NON-PCC PAVEMENT
AutoCAD SHX Text
MANHOLE CASTING AND LID REMOVAL AND REPLACEMENT PAVEMENT RESTORATION; PCC PAVEMENT
AutoCAD SHX Text
IDOT STANDARD 420111-03
AutoCAD SHX Text
PCC
AutoCAD SHX Text
08/2018
AutoCAD SHX Text
REV 5:
AutoCAD SHX Text
SPEC. SECTION 035
AutoCAD SHX Text
BY THE ENGINEER, SEE G.P.S.D.
AutoCAD SHX Text
CRADLE WHERE REQUESTED
AutoCAD SHX Text
CONCRETE OR GRANULAR
AutoCAD SHX Text
INITIAL BACKFILL
AutoCAD SHX Text
D
AutoCAD SHX Text
OUTSIDE OF SHEETING
AutoCAD SHX Text
SEE GPSD SPECIFICATION
AutoCAD SHX Text
WIDTH AT TOP OF CONDUIT
AutoCAD SHX Text
FOR MAXIMUM TRENCH
AutoCAD SHX Text
OR BOX
AutoCAD SHX Text
SECTION 035
AutoCAD SHX Text
4"
AutoCAD SHX Text
W+8"
AutoCAD SHX Text
W
AutoCAD SHX Text
SANITARY SEWER PIPE INSTALLATION
AutoCAD SHX Text
SURVEYED:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
Peoria, Illinois 61607-2093
AutoCAD SHX Text
Phone 637-3511 Fax 637-6614
AutoCAD SHX Text
2322 South Darst Street
AutoCAD SHX Text
GREATER PEORIA SANITARY DIST.
AutoCAD SHX Text
FEB. 93
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
REV:
AutoCAD SHX Text
JES
AutoCAD SHX Text
JES
AutoCAD SHX Text
ARA
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
SEP 2003
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
PAGE 095-7
AutoCAD SHX Text
VERT.
AutoCAD SHX Text
HORIZ.
AutoCAD SHX Text
GPSD SPECIFICATION
AutoCAD SHX Text
PIPE CRADLE, SEE
AutoCAD SHX Text
IN GPSD SPECIFICATION SECTION 047
AutoCAD SHX Text
SEE SPECIFICATIONS FOR BACKFILL REQUIREMENTS
AutoCAD SHX Text
6"
AutoCAD SHX Text
12"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
SECTION 035
AutoCAD SHX Text
4"
AutoCAD SHX Text
TYPICAL DETAIL
AutoCAD SHX Text
REPLACEMENT IN ACCORDANCE
AutoCAD SHX Text
PAVEMENT REMOVAL AND
AutoCAD SHX Text
EXISTING SURFACE
AutoCAD SHX Text
WITH THE SPECIFICATIONS
AutoCAD SHX Text
UNLESS OTHERWISE SPECIFIED.
AutoCAD SHX Text
TRENCH BOX SHALL NOT EXTEND BELOW TOP OF PIPE
AutoCAD SHX Text
FOR MINIMUM SLOPES FOR PIPES.
AutoCAD SHX Text
SEE GPSD GENERAL SPECIFICATIONS SECTION 001
AutoCAD SHX Text
2.
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
1.
AutoCAD SHX Text
REV:
AutoCAD SHX Text
NOV 2011
AutoCAD SHX Text
REV:
AutoCAD SHX Text
DEC 2014
AutoCAD SHX Text
PAVEMENT REMOVAL WIDTH
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
1/2" STAINLESS STEEL, MALE THREADED PLUG, TYPE 303 PART NO. 54-5S/S
AutoCAD SHX Text
1/2" STAINLESS STEEL, TYPE 304 BALL VALVE
AutoCAD SHX Text
1/2" x 1/4" STAINLESS STEEL, TYPE 304 MALE CONNECTOR TUBE TO NPTE
AutoCAD SHX Text
1/4" STAINLESS STEEL, TYPE 304 TUBING
AutoCAD SHX Text
ANCHOR TO WALL OF MANHOLE AND FLAT TOP TO PROVIDE SUPPORT. ANCHORING SYSTEMS SHALL BE APPROVED BY THE ENGINEER.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
KNIFE VALVE FLUSH VALVE DETAIL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
VALVE FLUSH FOR KNIFE GATE VALVE - INSTALL AND LABEL TWO VALVE FLUSHES FOR EACH KNIFE GATE VALVE
AutoCAD SHX Text
VALVE VAULT
AutoCAD SHX Text
ROUTE FLUSH VALVE LINES AS DIRECTED BY ENGINEER IN THE FIELD
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
CONTROL PANEL FOUNDATION DETAIL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
PROPOSED CONTROL CABINET
AutoCAD SHX Text
CONCRETE FOUNDATION -IDOT CLASS SI, 68" X 32"
AutoCAD SHX Text
5' - 8"
AutoCAD SHX Text
EX. GROUND PROFILE
AutoCAD SHX Text
1/2" CHAMFER, TYP.
AutoCAD SHX Text
FLOWABLE BACKFILL
AutoCAD SHX Text
UNDISTURBED GROUND
AutoCAD SHX Text
FURNISH AND PLACE TOPSOIL, 6", TYP.
Hoffman EnclosureFront
60.06 Inches
72.0
6 In
ches
24.06 Inch
es
HOFFMAN A726024SSFSDN4Stainless Steel Type 4X
12 In
ches
HOFFMAN AFK1224SSFloor Stands 12" High 24" Deep
Federal Signal LP3S-012-120R RedAlarm Light 4X
Must have 4X mounting toEnclosure
11
12
56 Inches
60 In
ches
Line Side Equipment Control Side Equipment
13
HOFFMAN A72P60F3 Full Back Panel
29
Divider to separate Line from Controlstobe fabricated by Panel Builder
34 AB 1769-L30ER PRECESSOR 135 AB 1769-PA2 PROCESSOR POWER SUPPLY 136 AB 1769-IQ16 DIGITAL SUPPLY 237 AB 1769-OW16 RELAY OUTPUT3839 AB 1769-IF8 ANALOG INPUT40 AB 1769-OF2 ANALOG OUTPUT 141 AB MODEL 1761-L10BWA BACKUP CONTROLLER
AB 1769-OW8I RELAY OUTPUT111
1
8 BRISK HEAT MODEL SREH1200 3
22 AB 1492-REC15 PANEL MOUNT OUTLET 2
20 SENSAPHONE 800 MODEL FGD-0800 1
28 PHOENIX CONTACT 8-PORT SWITCH SFNB-8TX 1
21 OMEGA FGT100/FGT101 HEAT THERMOSTAT 1
7 1492-SPM1C150 SUPPLEMENTAL PROTECTION 15 AMP 2
33 IDEC Model RH2B-U-AC120 PHASE LOSS RELAY 233 IDEC SOCKET SH-2B205 2
42 1769-ECR 1
31
30
47
31 2
PEPPERL+FUCHS MODEL KFD2-SRA-Ex4
4-CHANNEL ISOLATION BARRIER
30 2
PEPPERL+FUCHS MODEL KFD2-SR2-Ex1
1-CHANNEL ISOLATION BARRIER
47 1
PEPPERL+FUCHS MODEL KFD2-STC3-Ex1
1-CHANNEL ANALOG ISOLATION BARRIER
25 1763-L16BWA ML1100 BACKUP CONTROLLER 124 1606-XLE120EN POWER SUPPLY 1
33
33
NO
TE
: D
IN
R
AIL
IS
O
N 1
" S
TA
ND
OF
FS
DIG
IT
AL IN
PU
TS
DIG
IT
AL
O
UT
PU
TS
AN
AL
OG
IN
PU
TS
AN
AL
OG
O
UT
PU
TS
36
42 1769-ECR 1
26
26
26 Macromatic Temp & Seal Leakage Detector ModelTCP2G100 120 VAC Input Voltage 2 N
Control Mode 4-Position SwitchBack View of 4-Position Switch
AB 4-Position SwitchModel 800FP-SM42 ActuatorModel 800F-ALP LatchModel 800F-X10 (NO) Position 1 & 3Model 800F-X01B (NCEB) Position 4Nothing in Position 2 (Off)
AB 2-Position SwitchModel 800FP-SM22 ActuatorModel 800F-ALP LatchOne Model 800F-X10 (NO) Position
AB 3-Position HOA SwitchModel 800FP-SM32 ActuatorModel 800F-ALP LatchTwo Model 800F-X10 (NO) Position
· CR4 Starts the VFD in either Main Controller Modeor Back Controller mode.· When CR5 is NOT picked up the reference comesfrom the Main Controller.· When the Main Controller or Transducer fails theBackup Controller takes over.· The Backup Controller picks up CR5 and sets VFD 2to look at Constant Speed 1 preset for speed.
· CR3 Starts the VFD in either Main Controller Modeor Back Controller mode.· When CR5 is NOT picked up the reference comesfrom the Main Controller.· When the Main Controller or Transducer fails theBackup Controller takes over.· The Backup Controller picks up CR5 and sets VFD Ito look at Constant Speed 1 preset for speed.
Note: CR5 will activateConstantSpeed 1 in Constant SpeedMode for both VFD’s
BC12
10
15
24V
DI3
10
15
24V
DI3
VFD 1
VFD 2
1769-OW8
BACKUP CONTROLLER
Outputs
· The Main Controller manages pump control while all conditions are normal.· The Backup Controller monitors a “heartbeat” from the Main Controller onInput 1/0.· This heartbeat is ON unless the PLC or the transducer fails· If the Main Controller is functioning the Backup Controller remains instandby mode.· In normal mode Relay R5 is not enabled letting both VFD’s be modulatedfrom the Analog Output signals of the Main Controller.· If the Main Controller fails or the transducer fails the ‘heartbeat” will beremoved allowing the Backup Controller to manage pumping. R5 will beenabled by the Backup Controller sending an input to DI3 on each VFD. Thisinput instructs the VFD’s to no longer use the Main Controller Analog Outand switch to a “preset speed” programmed in by the operator.· Pump Control Logic will be performed by the program within the BackupController.· When the failed condition in the Main Controller has been resolved theheartbeat signal returns.· The Backup Controller will then shutdown pump control and return tostandby mode.· The Main Controller will return to pump control management after a shorttime delay.· During normal operation the Main Controller is periodically polling theBackup Controller across the Ethernet Network checking process condition.· If the Main Controller does NOT get a successful response from the BackupController the Sensaphone Dialer Channel 6 will be activated during normalbusiness hours informing the plant.VFD 1 or VFD 2 HOA in "Hand" will signal Backp Controller to run in constantspeed 1 mode.
Item Model Quantity1 Model 140G-G3C3-60 MOLDED CASE CIRCUIT BREAKER 11 AB MODEL 140G-TLC13 LUG KIT QUANTITY 3 11 AB MODEL 140G-G-RVM12R ROTARY HANDLE KIT 12 AB MODEL 1492-PD3C141 TERMINAL BLOCK 33 BUSSMAN JJS-40 CLASS T FUSES 43 BUSSMAN T60060-2CR FUSE BLOCK 24 INNOVATIVE TECHNOLOGY PTX120-1S101 15 ABB MODEL VFD MODEL ACS550-U1-031A-2+K466 25 ABB MODEL OPMP-01 REMOTE MOUNT KIT 26 1492-J4-JG4 GROUND TERMINAL 17 1492-SPM1C150 SUPPLEMENTAL PROTECTION 15 AMP 58 39 AB 1492-J10 TERMINAL BLOCK 8
10 AB 1492-50X TERMINAL BLOCK 3
Item Model Quantity20 SENSAPHONE 800 MODEL FGD-0800 121 OMEGA FGT100/FGT101 HEAT THERMOSTAT 122 AB 1492-REC15 PANEL MOUNT OUTLET 223 APC MODEL BK500 UPS 124 1606-XLE120EN POWER SUPPLY25 1761-L10BWA ML1100 BACKUP CONTROLLER
26 Macromatic Temp & Seal Leakage Detector ModelTCP2G100 120 VAC Input Voltage 2
27 AB MODEL PANELVIEW PLUS 7 2711P-T10C21D8S
29 FEDS LP3S-012-048R RED ALARM LIGHT
11
1
1
32 MERCURY FREE FLOATS NORMALLY OPEN33 IDEC MODEL RH2B-U-AC120 PHASE LOSS RELAY33 IDEC SOCKET SH-2B-05 12
512
30
31
PEPPERL+FUCHS MODEL KFD2-SR2-EX1.W 1-CHANNEL ISOLATION BARRIER PEPPERL+FUCHS MODEL KFD2-SRA-EX4 4-CHANNEL ISOLATION BARRIER
1
1
Item Model Quantity34 AB 1769-L30ER PROCESSOR 135 AB 1769-PA2 PROCESSOR POWER SUPPLY 136 AB 1769-IQ16 DIGITAL INPUT 237 AB 1769-OW16 RELAY OUTPUT3839 AB 1769-IF8 ANALOG INPUT40 AB 1769-OF2 ANALOG OUTPUT 141 1769-ECR
AB 1769-OW8I RELAY OUTPUT
Item Model Quantity
47 PEPPERL+FUCHS MODEL KFD2-STC3-EX1 1-CHANNEL ANALOG ISOLATION BARRIER
1
48 BLUE RIBBON "BIRDCAGE" TRANSDUCER SUPPLIER: BRITTON ELECTRONICS & AUTOMATION, INC. 309-353-5376
1
111
1
28 PHOENIX CONTACT 8-PORT SWITCH SFNB-8TX 1
1112
Hoffman Enclosure A726024SSFSDN4 Hoffman AFK1224SS Floor Stands Kit of 2
11
13 Hoffman A72P60F3 Full Panel (Back Panel) 2
14 Hoffman A72P60F1 Swing Out (Dead Front Panels) w/ Hinge Kits 1
15 Hoffman A72FSCPS Center Post Support 1
Item Model Quantity
BRISK HEAT MODEL SREH1200
42 PAND F1.5X.WH6 DUCT 1.5" X 3" X 6' AS NEEDED43 PAND C1.5WH6 COVER 1.5W X 6' AS NEEDED
49 1AB 4-Position Switch Model 800FP-SM42 Actuator49 1Latch Model 800F-ALP49 2Contact Block Model 800F-X10 (NO) Position 1 & 349 1Contact Block Model 800F-X01B (NCEB) Position 450 1AB 2-Position Switch Model 800FP-SM22 Actuator50 1Latch Model 800F-ALP50 1Contact Block Model 800F-X10 (NO) Position 151 1AB 2-Position Switch Model 800FP-SM32 Actuator51 1Latch Model 800F-ALP51 2Contact Block Model 800F-X10 (NO) Position 1 & 352 1AB Push Button Model 800FM-F252 1Contact Block Model 800F-X10
![Bio Soil Interactions Engineering Workshop1].pdf · Bio‐Soil Interactions & Engineering Workshop ... Notes. Notes. Notes. Notes. Notes. Notes. ... Electrokinetic and Electrolytic](https://img.pdfslide.net/doc/110x75/5e7be480f39bf41290742405/bio-soil-interactions-engineering-workshop-1pdf-bioasoil-interactions-.jpg)
