flagg creek water reclamation district · flagg creek water reclamation district highland hills...
TRANSCRIPT
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STRUCTURAL ENGINEER"LICENSE EXPIRES 11-30-2020”
ELECTRICAL ENGINEER"LICENSE EXPIRES 11-30-2019"
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BAXTER & WOODMAN, INC.STATE OF ILLINOIS - PROFESSIONAL DESIGN FIRM LICENSE NO. - 184-001121 - EXPIRES 4/30/2021
PROJECT NO.: 180191.40 12-5-19DATE:
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E Central Ave
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HIGHLAND HILLS LIFT STATION ADDRESS:
1S041 CHASE AVENUE LOMBARD, IL
VICINITY MAP
BAXTERrNJWOODMANwww.baxterwoodman.com
EXISTING UTILITIES:
WHERE THE DRAWINGS INCLUDE INFORMATION PERTAINING TO THE LOCATION OF UNDERGROUND
UTILITY FACILITIES, SUCH INFORMATION REPRESENTS ONLY THE OPINION OF THE ENGINEER AS TO
THE LOCATION OF SUCH UTILITIES. THE INFORMATION IS INCLUDED ONLY FOR THE CONVENIENCE
OF THE CONTRACTOR. THE UTILITY LOCATIONS WERE DETERMINED FROM THE BEST AVAILABLE
RECORDS. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY WHATEVER WITH RESPECT TO
THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE DRAWINGS REGARDING
THE LOCATION OF UNDERGROUND UTILITY FACILITIES OR THE MANNER IN WHICH THEY ARE TO BE
REMOVED OR ADJUSTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
ACTUAL LOCATION OF ALL SUCH FACILITIES. THE CONTRACTOR SHALL OBTAIN FROM THE
RESPECTIVE UTILITY COMPANIES DETAILED INFORMATION REGARDING THE LOCATION OF THE
UTILITY FACILITIES AND THE WORKING SCHEDULES OF THE UTILITY COMPANIES FOR REMOVING OR
ADJUSTING THE FACILITIES.
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Simply Call 811COPYRIGHT © 2019, BY BAXTER & WOODMAN, INC.ALL RIGHTS RESERVED. NO PART OF THESE DRAWINGS MAY BE REPRODUCED, OR OTHERWISE REVISED WITHOUT WRITTEN PERMISSION OF BAXTER & WOODMAN, INC.
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FLAGG CREEK WATER RECLAMAT ON D STR CTHIGHLAND HILLS L FT STAT ON IMPROVEMENTS
CONTRACT 2019-02
FOR BIDDING
HERBERT STADE, PRESIDENT BARBARA McGOLDRICK, VICE PRESIDENT THOMAS J. WALSH, CLERK
JAMES LIUBICICH, PE, EXECUTIVE DIRECTORCHRIS KOKAT, REGULATORY AFFAIRS & CONTRACT MANAGER
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FLAGG CREEK WATER RECLAMATION DISTRICTHIGHLAND HILLS LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
FOR BIDDING
HERBERT STADE, PRESIDENTBARBARA McGOLDRICK, VICE PRESIDENTTHOMAS J. WALSH, CLERK
JAMES LIUBICICH, PE, EXECUTIVE DIRECTORCHRIS KOKAT, REGULATORY AFFAIRS & CONTRACT MANAGER
PLAN SHEET DESIGNATIONCOVERG GENERAL
HAZARDOUS MATERIALSHC CIVILL LANDSCAPE
STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
SA
IQFPMETR
180191.40PROJECT NO:
SCALE: AS NOTED12-5-19DATE:KSDESIGNED BY:JAJDRAWN BY:JSPCHECKED BY:
CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS
LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLE
LEGEND, ABBREVIATIONS
AND SHEET INDEX
G-1
I* wV Consulting Engineers
BAXTE OODNAN
CONSULTANTS
MILESTONE
FORBIDDING
1 2 3 54
LEGENDEXISTING PROPOSED EXISTING PROPOSED SHEET INDEX
FENCE
GUARD RAIL
CULVERT (CMP UNLESS NOTED)
DITCH
SUMMIT
EDGE OF LAKE, RIVER, ETC.
O O
DRAWING TITLE—•----- •------ •-----AT 7T
XI \ \GATE VALVE
PLUG VALVE
BUTTERFLY VALVE
GLOBE VALVE
PROCESS PIPING (■ SEE ABBREVIATIONS)
Id GENERALMH
G-1 LEGNED, ABBREVIATIONS AND SHEET INDEX GENERAL NOTESM G-2
•TD DAE - AERATION EFFLUENTCE - COMBINED EFFLUENTCH - CHEMICAL (ALUM, FERRIC CHLORIDE.
OR OTHER METAL SALT)CL2 - CHLORINECLS - CHLORINE SOLUTIONCSD - CL2 CONTACT TANK SLUDGECSM - CL2 CONTACT TANK SCUMCS - CHLORINE SOLUTIONDCS - DECHLORINATION SOLUTIONDE - DECANTDR - DRAINDG - DIGESTER GASEFF - EFFLUENTEFI - EXCESS FLOW INFLUENTEFR - EXCESS FLOW RETURNFE - FINAL EFFLUENTFM - FORCE MAINFPS - FERMENTED PRIMARY SLUDGEG - NATURAL GASIA - INSTRUMENT AIRINF - INFLUENTML - MIXED LIQUORNPW - NON-POTABLE WATER
PROCESS AIR (AERATION TANK BLOWERS) PROCESS AIR (DIGESTER BLOWERS)
PE - PRIMARY EFFLUENT PI - PRIMARY INFLUENT
\ili/ \ ill/ \ ill/PSD - PRIMARY SLUDGEPSM - PRIMARY SCUMRAS - RETURN ACTIVATED SLUDGERS - RAW SEWAGERW - RAW WASTEWATERSA - SANITARY SEWERSC - SCUMSCR - SCREENINGSSDS - SULFUR DIOXIDE SOLUTIONSE - SECONDARY EFFLUENTSH - SODIUM HYPOCHLORITES02 - SULFUR DIOXIDESSD - SECONDARY SLUDGESSM - SECONDARY SCUMST - STORM SEWERSUP - SUPERNATANTTAS - THICKENED ACTIVATED SLUDGETD - TANK DRAINTOF - THICKENER OVERFLOWTPS - THICKENED PRIMARY SLUDGETS - THICKENED SLUDGETWAS - THICKENED WASV - VENTW - WATERWAS - WASTE ACTIVATED SLUDGE WNS - WASTE NITRIFIED SLUDGE WS - WASTE SLUDGE
MARSH CIVIL742742 CONTOUR C-1 SITE PLAN -
SITE PLAN - SITE PLAN - SITE PLAN - GRADING PLAN
EXISTINGDEMOLITION PHASE I DEMOLITION PHASE II PROPOSED
C-2TOP OR TOE OF SLOPEToeC-3C-4C-5EASEMENT
RIGHT OF WAY (ROW)
FENCED RIGHT OF WAY (ROW)
RIGHT OF WAY MONUMENT
UNFENCED PROPERTY LINE
PROP. R.O.W.R.O.W.
R.O.W. MECHANICAL□ ROW
M-1 EXISTING LIFT STATION FLOOR PU\NS EXISTING LIFT STATION SECTION PROPOSED LIFT STATION PLANS PROPOSED LIFT STATION SECTION AND DETAILS STANDARD DETAILS STANDARD DETAILS
DEMOLITION PHASE II DEMOLITION PHASE II
P.L.M-2M-3P.L.
FENCED PROPERTY LINE
IRON PIPE (PROPERTY CORNER)
CORPORATE LIMITS
M-4M-5 SHEET 1
SHEET 2• IP
M-6
BASE LINE OR SURVEY LINEELECTRICAL
CENTER LINECl NEW LIFT STATION ELECTRICAL SYMBOL LIST AND LIGHTING FIXTURE SCHEDULE
NEW LIFT STATION ELECTRICAL SITE PLANNEW LIFT STATION ELECTRICAL PLAN AND DETAILSNEW LIFT STATION ELECTRICAL DETAILSEXISTING LIFT STATION ELECTRICAL ONE-LINE DIAGRAM TO BE DEMOLISHED NEW LIFT STATION ELECTRICAL ONE-LINE DIAGRAM NEW LIFT STATION INTERMEDIATE JUNCTION BOX DETAIL
E—1O'<qP' P 1
E—2PROPOSED EL./(EXISTING EL.) (POINT, GUTTER, TOP OF CURB)
SOIL BORING AND NUMBER
E-3PA111>4 E—4PA2
E—5A(#)(#) E—6
E—7B.M. ^ BENCH MARKMANHOLE
CABLE TELEVISION (BURIED)
CABLE T.V. RISER
CABLE T.V. VAULT
CATCH BASIN
INLET
TV
□ CTV□II0 DRYWELL
C CFLARED END SECTION
FIRE HYDRANT
YARD HYDRANTWATER VALVE W/ BOX AND COVER
2 UNDERGROUND ELECTRICAL
ELECTRIC METER
PAD MOUNTED TRANSFORMER
ELECTRIC VAULT
JUNCTION BOX
ELECTRICAL MANHOLE
n EM*YH □ ET
□ EV0 wv
□ WATER VALVE VAULT □ JB
O BB BUFFALO BOX OR CURB STOP
□ WM
O CO o CP
WATER METER
CLEAN OUT
CONTROL POINT
REMOVE
ABANDON
PREVIOUSLY ABANDONED
DEMOLISH
UTILITY POLE w/ GUY ANCHOR
UTILITY POLE w/ LIGHT
LIGHT STANDARD
MAIL BOX
STREET SIGN
SPRINKLER HEAD
TREE STUMP
• CO
O
□ MB
W-
(HATCHED SHALL BE REMOVED)
(HATCHED SHALL BE REMOVED)
(HATCHED SHALL BE REMOVED)
&GAS LINE
GAS VALVE W/ BOX AND COVER
GAS VALVE VAULT
GAS METER
GAS RISER
G
o0 GV
□ GVVDECIDUOUS TREE (W/ TRUNK INCH DIA.)12”
n CM CONIFEROUS TREE (W/ HEIGHT)1 6’
O GRDECIDUOUS BUSH
TELEPHONE CABLE
TELEPHONE DUCT
TELEPHONE VAULT
TELEPHONE RISER
CONIFEROUS BUSHTDDEFINING EDGE OF BRUSH OR FORESTED AREA
□ TEL□ TR
B BABBREVIATIONS BENCHMARKS BUILDING PERMIT CONTACT
BUILDING DIVISIONBUILDING & ZONING DEPARTMENTDUPAGE COUNTYJIM STRANDEPARTMENT MANAGER
R RECONSTRUCTED STRUCTUREADJUSTED STRUCTURECENTRAL ANGLEDEGREE OF CURVETANGENT LENGTHCURVE LENGTHRADIUS OF CURVEEXTERNAL DISTANCESUPERELEVATION(FT. PER FT. OF WIDTH)
EXTERNAL DISTANCE OF VERTICAL CURVEPOINT OF CURVATUREPOINT OF INTERSECTIONPOINT OF TANGENCYPOINT ON TANGENCYPOINT OF COMPOUND CURVATUREPOINT OF REVERSE CURVATUREVERTICAL CURVENAIL AND WASHERTEMPORARY CONSTRUCTION EASEMENT VOLUME DAMPER CONTROL POINT GRAVITY BELT THICKENER
B.M. NO. 1 SOUTHWEST TAG BOLT ON FIRE HYDRANT NORTH OF ADDRESS 1S048 CHASE AVENUE ELEV.
A.F.F. ABOVE FINISH FLOOR BOTTOM OF DUCT ELEVATION CENTERLINEPORTLAND CEMENT CONCRETE BITUMINOUS PAVEMENT GRAVELCORRUGATED METAL PIPEFIRE HYDRANTCAST IRONDUCTILE IRONFACE-TO-FACEEDGE-TO-EDGEBACK-TO-BACKBENCH MARKINVERT ELEVATIONCENTERLINE ELEVATION
POINTGUTTERCURBBACK OF CURBEDGE OF PAVEMENTPROPERTY LINERIGHT OF WAYFLOW LINETOP OF FRAMETOP OF CURB OR CONCRETE
ABOD709.08 NAVD88
CLD=CONC build ingandzon [email protected]=BIT TEL: (630)407-6700L=GRR=CMPE=FH YORK TOWNSHIP CONTACTSE=Cl HIGHWAY DEPARTMENT
MIKE ADAMS FOREMAN
DlX=F-F
[email protected] TEL: (630)627-2200B-BPIBMPTINV EL
CL EL POTPCCPPRCG
VCCBC N&W
EOP TCEVDPL
ROW CPFL GBTTF
A ATC
PIPE MATERIAL ABBREVIATIONS
- COPPER- DUCTILE IRON- POLYVINYLCHLORIDE- REINFORCED CONCRETE PIPE- STAINLESS STEEL- WELDED STEEL
COPD.l.PVCRCPS.S.W.S.
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184-
0011
21 -
Expi
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-30-
19
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HIGHLAND HILLS
G-1
CONTRACT 2019-02LIFT STATION IMPROVEMENTS
DISTRICTWATER RECLAMATION
FLAGG CREEK
AND SHEET INDEX
LEGEND, ABBREVIATIONS
PROPOSEDEXISTING
ABBREVIATIONS
PROPOSEDEXISTING
LEGEND
©SHEET INDEX
BENCHMARKS
BUILDING PERMIT CONTACTBUILDING DIVISIONBUILDING & ZONING DEPARTMENTDUPAGE COUNTYJIM STRANDEPARTMENT [email protected].: (630) 407-6700
YORK TOWNSHIP CONTACTHIGHWAY DEPARTMENTMIKE [email protected].: (630) 627-2200
PLAN SHEET DESIGNATIONCOVERG GENERAL
HAZARDOUS MATERIALSHC CIVILL LANDSCAPE
STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
SA
IQFPMETR
180191.40PROJECT NO:
SCALE: AS NOTED12-5-19DATE:KSDESIGNED BY:JAJDRAWN BY:JSPCHECKED BY:
CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLE
GENERAL NOTES
AND INFORMATION
G-2
I* wV Consulting Engineers
BAXTE OODNAN
CONSULTANTS
MILESTONE
FORBIDDING
1 2 3 54
GENERAL NOTES EROSION CONTROL
1. ARRANGE WITH THE VARIOUS UTILITY COMPANIES FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND ANY NECESSARY ADJUSTING OF THE OVERHEAD OR UNDERGROUND UTILITIES WITHIN THE LIMITS OF CONSTRUCTION PRIOR TO START OF CONSTRUCTION. UTILITY RELOCATION IS TO BE PERFORMED AT THE CONTRACTOR’S EXPENSE.
1. CONTRACTOR SHALL PREPARE AND SUBMIT A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) TO IEPA IF REQUIRED,
SOIL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE ’PROCEDURES AND STANDARDS FOR URBAN SOIL EROSION AND SEDIMENTATION CONTROL IN ILLINOIS” AND AS DIRECTED BY THE DISTRICT/ENGINEER.
2.
THE LOCATION. SIZE AND DEPTH OF THE SEWERS AND/OR VARIOUS UTILITIES, AS SHOWN ON THE PLANS, ARE FROM THE LATEST AND BEST AVAILABLE INFORMATION TO THE ENGINEER. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO HAVE UTILITIES LOCATED.
2.
3. ALL STREETS ADJACENT TO THE WORK SITE SHALL BE KEPT FREE OF DIRT, MUD, AND DEBRIS.
3. LIMIT CONSTRUCTION ACTIVITIES AND STORAGE OF EQUIPMENT OR MATERIALS TO THE AREAS SHOWN ON PLAN. ANY DAMAGE TO PRIVATE PROPERTY OR FENCES SHALL BE REPLACED IN KIND OR REPAIRED AT THE CONTRACTOR’S EXPENSE.
D D4. NO SEDIMENT WILL BE ALLOWED TO ENTER ADJACENT DITCHES OR STORM SEWERS.
IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS, TEMPORARY SILT FENCING SHALL BE INSTALLED AND MAINTAINED AS INDICATED ALONG PROPERTY LINES, SWALE AREAS, STOCKPILES AND STORM STRUCTURES UNTIL VEGETATION IS ESTABLISHED AND/OR CONSTRUCTION IS COMPLETED.
4. WHERE SECTION OR SUB-SECTION MONUMENTS OR BENCH MARKS ARE ENCOUNTERED, NOTIFY THE ENGINEER BEFORE SUCH MONUMENTS ARE REMOVED. THE CONTRACTOR SHALL PROTECT AND CAREFULLY PRESERVE ALL PROPERTY IRON PIPES AND MONUMENTS UNTIL AN AUTHORIZED SURVEYOR OR AGENT HAS WITNESSED OR OTHERWISE REFERENCED THEIR LOCATION.
5. PROVIDE AND INSTALL TWO WEIGHTED SAND BAGS ON EACH TYPE I OR TYPE II BARRICADE USED. ONE WEIGHTED SAND BAG SHALL BE USED ACROSS EACH BOTTOM RAIL.
6. NO CONCRETE SHALL BE PLACED UNTIL ALL THE FORMS HAVE BEEN INSPECTED FOR LINE, GRADE AND SUBGRADE CONDITIONS BY THE RESIDENT ENGINEER. INSPECTIONS SHALL BE ARRANGED AT LEAST TWENTY-FOUR HOURS IN ADVANCE OF ANY CONCRETE PLACEMENT.
LIFT STATION
1. MAINTENANCE OF OPERATION, CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY PUMPING TO CONVEY WASTEWATER FROM THE COLLECTION SYSTEM DURING CONSTRUCTION.7. RECYCLED ASPHALT PAVEMENT MATERIALS WILL NOT BE PERMITTED FOR HOT-MIX ASPHALT SURFACE
COURSE CONSTRUCTION.
2. ALL LIFT STATION SHUT DOWNS NEED PRIOR PLAN APPROVAL.8. SILT FENCE SHALL BE INSTALLED AT LOCATIONS SHOWN IN THE PLANS OR AS DIRECTED BY THE ENGINEER.
3. TESTING OF THE NEW LIFT STATION WILL BE REQUIRED PRIOR TO ANY DEMOLITION OF THE EXISTING LIFT STATIONS. CONTRACTOR WILL BE RESPONSIBLE FOR SUBMITTING A TESTING PLAN AND EXACT SEQUENCE OF CONSTRUCTION FOR APPROVAL.
4. THE LIFT STATION WET WELL SHALL BE CONSTRUCTED OF PRECAST SECTIONS CONFORMING TO THE CONSTRUCTION DRAWINGS. ALL JOINTS BETWEEN SECTIONS SHALL BE SECURELY SEALED TO EACH OTHER USING A RESILIENT, FLEXIBLE, NON-HARDENING, PREFORMED BUTYL RUBBER SEALANT (EZ-STIK OR APPROVED EQUAL). HYDROCEMENT SHALL BE APPLIED TO THE INTERIOR OF ALL JOINTS. PROVIDE AN INTERNAL CHIMNEY SEAL.
SANITARY NOTES
1. THE COST OF DEWATERING TRENCHES DUE TO RAINFALL OR GROUNDWATER SHALL NOT BE PAID FOR SEPARATELY AND SHALL BE ASSUMED PART OF THE CONTRACT.
CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING MEASURES TO MINIMIZE DAMAGE TO TREES THAT ARE NOT MARKED FOR REMOVAL. TREE PROTECTION SHALL BE PROVIDED FOR TREES NOT MARKED FOR REMOVAL WITHIN 10’ OF CONSTRUCTION ACTIVITY. SHOULD CONSTRUCTION ACTIVITY REQUIRE REMOVAL OF ANY TREES NOT MARKED FOR REMOVAL, THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS PRIOR TO REMOVAL. ANY OTHER TREES INJURED OR TO WHICH POTENTIAL IRREPARABLE DAMAGE MAY ENSUE AS DETERMINED BY THE ENGINEER. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE COST OF THE TREE REPLACEMENT.
2. 5. THE LIFT STATION WET WELL EXCAVATION SHALL BE SHEETED AS REQUIRED. SHEETING SHALL BE APPROVED BY A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER OF THE STATE OF ILLINOIS. THE SHEETING (STEEL OR WOOD AT CONTRACTOR’S DISCRETION) SHALL BE DRIVEN FROM THIS LOCATION. ALL AREAS BETWEEN THE SHEETING AND THE PRECAST WET WELL SECTION SHALL BE BACKFILLED WITH A COMPACTED GRANULAR MATERIAL (CA-7).
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6. A LEAK RESISTANCE TEST IS REQUIRED FOR THE LIFT STATION.TEST WILL BE PERFORMED ON THE LIFT STATION. FOR THE STATIC WATER TEST, THE LIFT STATION WILL BE FILLED TO A WATER LEVEL ELEVATION OF 658.5’ AND WILL NEED TO MAINTAIN THAT WATER LEVEL FOR 24-HOURS IN ORDER TO PASS THE LEAK TEST.
A STATIC WATER
3. MANHOLES AND PIPES SHALL BE THOROUGHLY CLEANED OF DIRT AND DEBRIS, AND VISIBLE LEAKAGE ELIMINATED, BEFORE FINAL INSPECTION AND ACCEPTANCE.
4. ADJUST TOP OF FRAMES FOR SANITARY SEWERS TO MEET FINAL FINISH GRADE. THESE ADJUSTMENTS TO FINISHED GRADE WILL NOT ALLEVIATE THE CONTRACTOR FROM ANY ADDITIONAL ADJUSTMENTS AS REQUIRED BY THE DISTRICT UPON FINAL INSPECTION OF THE PROJECT.
TRAFFIC CONTROL AND STAGING5. IF FINAL MEASUREMENTS INDICATE DEFICIENCIES, THE CONTRACTOR, AT HIS OWN COST, SHALL ADJUST MANHOLES AND/OR SEWERS TO PROPER ELEVATIONS AND OTHERWISE CORRECT THE DEFICIENCIES. 1. PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH IDOT SPECIFICATIONS, THE SPECIAL
PROVISIONS, AND AS DIRECTED BY THE ENGINEER.
WHENEVER A SANITARY SEWER (OR FORCE MAIN) CROSSES UNDER A WATERMAIN, THE MINIMUM VERTICAL DISTANCE FROM THE TOP OF THE SEWER TO THE BOTTOM OF THE WATERMAIN SHALL BE 18 INCHES. FURTHERMORE, A MINIMUM HORIZONTAL DISTANCE OF 10 FEET BETWEEN SANITARY SEWERS AND WATERMAINS SHALL BE MAINTAINED UNLESS: THE SEWER IS LAID IN A SEPARATE TRENCH, KEEPING A MINIMUM 18” VERTICAL SEPARATION: OR THE SEWER IS LAID IN THE SAME TRENCH WITH THE WATERMAIN LOCATED AT THE OPPOSITE SIDE ON A BENCH OF UNDISTURBED EARTH, KEEPING A MINIMUM 1 ” VERTICAL SEPARATION. IF EITHER THE VERTICAL OR HORIZONTAL DISTANCES DESCRIBED ABOVE CANNOT BE MAINTAINED OR THE SEWER CROSSES ABOVE THE WATERMAIN THE SEWER SHALL BE CONSTRUCTED TO WATERMAIN STANDARDS.
6. 2. ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE OPERATIONAL AND EFFECTIVE 24 HOURS A DAY, INCLUDING SUNDAYS AND HOLIDAYS.
3. MAINTAIN ACCESS TO EMERGENCY VEHICLES AND RESIDENTS AT ALL TIMES. AT LEAST ONE LANE OF TRAFFIC MUST BE OPEN AT ALL TIMES. FLAGGERS. IN ACCORDANCE WITH THE IDOT STANDARD SPECIFICATIONS, SHALL BE REQUIRED.
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Prof
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Desi
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Li
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HIGHLAND HILLS
G-2
CONTRACT 2019-02LIFT STATION IMPROVEMENTS
DISTRICTWATER RECLAMATION
FLAGG CREEK
AND INFORMATION
GENERAL NOTES
©
PLAN SHEET DESIGNATIONCOVERG GENERAL
HAZARDOUS MATERIALSHC CIVILL LANDSCAPE
STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
SA
IQFPMETR
180191.40PROJECT NO:
SCALE: AS NOTED12-5-19DATE:
KSDESIGNED BY:
HLN/JAJDRAWN BY:
JSPCHECKED BY:
CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLE
SITE PLAN
EXISTING
C-1
I* wV Consulting Engineers
BAXTE OODNAN
CONSULTANTS
MILESTONE
FORBIDDING
1 2 3 54
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xCD 7 Arz AN 11,1O
J 7CD VX
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(I\STEEL OIL
TANKi
\ oCONCRETETANK
7X IX\ I/
/l
18” PIPE\
\EM \
oI;AHIGHLAND HILLS h------------- *\ LIFT STATION ;0\ > X
y zm i A;' w.MOTOR ROOM/ /WARD As/ Z // /X I' o/ 7 /
|\ i/X EXISTING
GAS MAINirn2
J \/Ç/ \ I/0
4P/ DRIVEWAY : ■C CiX' / 1 z / Io'/ IPERIMETERPENCE
0 \ II1 00 / I/ !1 X i/ \ rn i/ / v\\ A/// X-. •x-1
✓I \1 1X;/. X- I \. ■x-1 X- 1/ ^'?08 Ax/ & X. \. A 'J)X- : ■ ll. / m. %Wi z1 X-709 X-. / >- \
\/
/ // m/
j\ WET WELL WEIR MANHOLE \ SANITARY SEWER MANHOLE (NO MANHOLE #) \RIM 709.93 \
18” S 702.42 18” N 702.43
/ ii\ i\\
/ /\ :/i.I
I\ [/. Z/\1 /1 OO\ » /\ \ 1 f.\ \ ■X------- 7------- X“"~A v \ \ WETWELL
ACCESS HATCH RIM 709.02
'| -x-\ \\ \ ;\ \ T \
\ \ . 'J]15” o\ \i \ z\ \/ \ \/ \\ .I / \\\/ ELECTRICAL
SERVICE POLE w/ HANDHOLE RISER
.(1 SQ51) prIvate DRIvt1/ \1A 1/ O
\ \\ z18”\/ SAN\ SAMI/ ' SAN\! \/ \ O —) SA N\ \// \./ X\ \
v\/ z\/ \\ .
\\/ . . \ SANITARY SEWER
MANHOLE #5577 RIM 709.50 18” E 702.60 18” N 702.65 12” SW 702.61
/ 5\ \ \z 260 \ O:z1\\
./ \ \ \ ./ \ \\ \\ YZ\APPROXIMATE SOUTH
PROPERTY LINE OF FLAGG CREEK WATER RECLAM. DIST.
\\\ \ .\ 0. ■\ zB BvT°z.\ \ \\ \
\ SANITARY' SEWER MANHOLE #3022 RIM EL 709.53 15” N 687.14 15” SW 687.1 5
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MANHOLE #5578 RIM 709.46 12” NE 703.17 8” S 703.17
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V no-vWEST LINE OR THE NORTH ADDITION TO WEST CENTER COMMUNITY CO-OPERATIVE, INC. SUBDIVISION PB 47. PG 71, DUPAGE COUNTY, IL
v\' Z\ ■ : n\ V oi\t
v\ \ 1s & Brush \
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i\ > \\Z \ \ in \ST \ m\.
\ sSTM STivI cn5\ i0 X\ i < I\ \1 i \ 5Q3V I :\ SANITARY SEWER
MANHOLE #5178 RIM 703.79 15” NE 687.37 15” SW 687.37
z\ 'To ii. c 11 1I 1I\ mL \A A115” \
i> \SAN \— SAM■7>=x-SAAI- II5 oX 1 \ \A\ \\ x\l A\ \\\! z 1\1 z o\ \l \ i\\ \ \05 \7
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Li
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HIGHLAND HILLS
C-1
CONTRACT 2019-02LIFT STATION IMPROVEMENTS
DISTRICTWATER RECLAMATION
FLAGG CREEK
EXISTING
SITE PLAN
©
N
PLAN SHEET DESIGNATIONCOVERG GENERAL
HAZARDOUS MATERIALSHC CIVILL LANDSCAPE
STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
SA
IQFPMETR
180191.40PROJECT NO:
SCALE: AS NOTED12-5-19DATE:KSDESIGNED BY:HLN/JAJDRAWN BY:JSPCHECKED BY:
CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLE
SITE PLAN
DEMOLITION PHASE I
C-2
I* wV Consulting Engineers
BAXTE OODNAN
CONSULTANTS
MILESTONE
FORBIDDING
1 2 3 54
N\\\
► Industrial Building\ \
/I\\
FENCE"7 09
i\2X2” X ~ — '709--__D D
9"X 708 \ xl i\
\PERIMETER EENCE EENCE(TO REMAIN)
\i\ \.x \707 — — ^ \ \\ \\s \3> / \\x \ \\
APPROXIMATE NORTH-PROPÊRI^ N LINE OF FLAGG CREEK WATER \ RECLAM. DIST.
\ \I I - PREVIOUSLY ABANDONED STRUCTURE RIM 709.74
GAS METER(TO REMAIN)
5 i!/ II Ir \y I1\ //j REMOVE
GENERATOR AND PAD
\
5 ” 4L~~~~ 704 --- x 2 :
V26”coI o
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xCD/ 7a. AN 1,1/O 7Vx✓f> r I'S 7
Trees & Brush IXDRIVEWAY CM >. i/V\~-704o7
rV REMOVE BOLLARDS L x
(I\REMOVE STEEL
OIL TANK//////y
REMOVE- CONCRETE TANK7
i\ o7
X IX\ I/!
' LY3 M 18” PIPEK AA 'lO'X21/ / \
REMOVE WALL EMREMOVE DRIVEWAY \o
.M ;;/• HIGHLAND HILLS i-----------LX/ REMOVE TREE '\ LIFT STATION ;0\ : -y ELEC METER
(TO REMAIN)m i iT 'WMOTOR ROOM/ /
W./ -fA 1/ /X I1 o/ V /7 I/
X IrnE; I/Ç/ \ I/0
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/1 t?1 11 / CD1 Uj\ I\\ I m 'u.I WET WELL WEIR MANHOLE
SANITARY SEWER MANHOLE (NO MANHOLE #)RIM 709.93 18” S 702.42 18” N 702.43
/ l-J /RELOCATE "NO DUMPING” SIGN
i\\
'H / co X/| /\ :/..
I\ t. z/\ LI
\ OO\ 7\ ' L
■X------- X------- x“"~XI \ WETWELL ACCESS HATCH RIM 709.02
/| -x-\;\ ’I \\ -j]15” oi \ zL \/ \ REMOVE 190± LF
OF DEPRESSED CURB Sc GUTTER
// \ ELECTRICAL\\/ v(1 SQ51) prIvate DRIvt/ SERVICE POLE w/
HANDHOLE RISER(TO REMAIN)
REMOVE PAVEMENT/ o\ \18”\/ SANSAMI/ N SAN\! \/ \
O —) SA N// / ■ X\ \/ \/ \/ 'w \ SANITARY SEWER MANHOLE #5577 RIM 709.50 18” E 702.60 18” N 702.63 12” SW 702.61
/ \ 5\ \z 26d GO\ 7/ \ \/ \ \\\ Yz\APPROXIMATE SOUTH
PROPERTY LINE OF FLAGG CREEK WATER RECLAM. DIST.
V X\\
\B B\\ \\SANITARY SEWER MANHOLE #3022 RIM EL 709.53 15” N 687.14 15” SW 687.15
\-o T o
X\\ V\ \\
\4 \ z\ SANITARY SEWER MANHOLE #5578 RIM 709.46 12” NE 703.17 8” S 703.17
xV ■j)i
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COV\\PHASE I DEMOLITION NOTES:WEST LINE OR THE NORTH
ADDITION TO WEST CENTER COMMUNITY CO-OPERATIVE, INC. SUBDIVISION PB 47. PG 71, DUPAGE COUNTY, IL
v\ CLEAR AND GRUB SITE AS SHOWN AND REQUIRED FOR CONSTRUCTION.1.z\ ■ : nOO\ v oii \t
V\ \ 1s & Brush \ V I
\ REMOVE TREE\ 7
iTMB '7 ' Ë\z10”
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\\
\ \\ \
\
\ \ io\ pX\ \. DEPRESSED CURB
& GUTTERi\ >
\;z \ \ in \\ m\.\ sSTM STivI cn5\ i0 X
\ i < I\ \ LEGEND;Q3V I :\ SANITARY SEWER
MANHOLE #5178 RIM 705.79 15” NE 687.37 15” SW 687.37
z\ 'To ii i. c I T/V TO BE DEMOLISHED/ REMOVEDII 1I\ mL \A Aii15” i \ i> \SAN \— SAM y■7>=x-SAAI- II5 o\! \ \ \A\ \\ x\l A\ \\\! .2 1\1 z o\ \
l \ I\\ \ \Oh \72 I» \ 5 ;1 IY
\\
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19
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Desi
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Li
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(TO REMAIN)
(TO REMAIN)
(TO REMAIN)
(TO REMAIN)
(TO REMAIN)
HIGHLAND HILLS
C-2
CONTRACT 2019-02LIFT STATION IMPROVEMENTS
DISTRICTWATER RECLAMATION
FLAGG CREEK
DEMOLITION PHASE I
SITE PLAN
©
N
1 2 3 54
N\\\
►Industrial Building\ \
/I\\
7 0^
i\2 41 2 ” Z ~ — '709--__44D D9” 708 \ xl iN \
FENCE(TO REMAIN)
REMOVE PERIMETER FENCE
\i\ \ \" 707 — — ^ \ \\ \\s \3> / \\ \ REMOVE PREVIOUSLY ABANDONED
STRUCTURE & PIPES RIM 709.74
70^ \\■\APPROXIMATE NORTFT-PROPÊRI^ N LINE OF FLAGG CREEK WATER \ RECLAM. DIST.
\ \I I II I90,3^ 15 \ .1i!/ II Ir \y GAS METER WILL BE REMOVED OR RELOCATED BY NATURAL GAS UTILITY
i1\ // >j\ NI5 ” 4L I~~ 709 --- 1^<vet 7 :26” 07 7;
z SANITARY SEWER MANHOLE #5151 RIM 709.66 18” S 702.71
zCD \L//o 4s; s*
f> I
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d mi i/\"709t§
f' \ f\
(\1
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h
^ ^705\
EM \✓ 1jf IL
;/* ^ L-------------T0f '
4\ ;0o\ > GW
Z/ REMOVE ELEC METER 1 iAa/ /
w../ ■f4 // / I1 oPL/ / /
/ 1/% 1_.—>
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kV 1\ 00 / 1/ !\ 1/ \\ I/// I3\ ■X'I/ I
// > Il.✓
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(SEE DWG’S M —1 & M-2)\ / -REMOVE ELECTRICAL
FEEDERWEIR MANHOLE SANITARY SEWER MANHOLE (NO MANHOLE #)RIM 709.93 18” S 702.42 18” IN 702.43
\\ /\ / /\\ J\
I Li\ i\\\ /i /\ :/i.Ii I\ [/. Z/\ REMOVE WET WELL
ACCESS HATCH RIM 709.02
i/i1
CO(\ I /I \ 1 /\ 1 ■X-------X-------x“"~t VI \ \ 'I -x-\ \
\ \ ;\ \ ’I \\ \ . -j] o\ REMOVE 15” PIPE AND PLUG AT STRUCTURE
\i \ z\ \/ \ \/ \
i \./ \ ELECTRICAL\\/ \
(1 S051) prIvate DRIvt/ SERVICE POLE w/ HANDHOLE RISER(TO REMAIN)
\/ o\\ \\ 18”\/ SAN\ SAMI/ N SAN\! \/ \ O -SAN\ \// \./ r~\ \\/ \ \/ \\ .\ \/ . . \ SANITARY SEWER MANHOLE #5577 RIM 709.50 18” E 702.60 18” N 702.63 12” SW 702.61
/ 4\ \ \z 26B \ O:X Z1\ \ ./ \ \ ./ \ \\ .#\\ At\APPROXIMATE SOUTH
PROPERTY LINE OF FLAGG CREEK WATER RECLAM. DIST.
\\\ \ .\ S. ■\ oB BAr°7.\ \ \\ \\ REMOVE SANITARY SEWER MANHOLE #3022
RIM EL 709.53 |15” N 687.14 i15” SW 687.15
.- \wo o\
v\ \\ V\ \i\\\ FILL W/ FLOWABLE FILL
& ABANDON 15” SAN SEWERA4 \\
z\ SANITARY SEWER MANHOLE #5578 RIM 709.46 12” NE 703.17 8” S 703.17
\■j)i
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V\\PHASE II DEMOLITION NOTES:\ WEST LINE OF THE NORTH
ADDITION TO WEST CENTER COMMUNITY CO-OPERATIVE, INC. SUBDIVISION PB 47. PG 71, DUPAGE COUNTY, IL
11 v\' CLEAR AND GRUB SITE AS SHOWN AND REQUIRED FOR CONSTRUCTION.1.z\ ■ : nGO\ v oii \tv\ \ 1
s & Brush \V\1
\ i
\ LMB ' ' I\ A\ I o\ :I: 1VEGETATION LINE\ \ v\ i
i,\
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\\
\ \\ \
\
\ \ Io\ pI X\ \. DEPRESSED CURB & GUTTER
1\ > 1A 7\\ \ in \\L\ m\ \. \ sSTM STM CT)5\ i y>\‘ i < I\ \ LEGEND;
Q31A \ v :\ SANITARY SEWER MANHOLE 251 78 RIM 703.79 15" ME 687.37 15” SW 687.37
i z\ '\T 1. c I //V TO BE DEMOLISHED/ REMOVEDII II\ m1L \A A1115” 1 \ 1> \SAN \— SAM 1^--SAN- II5 o\! \ \ \\ \\ z\l A\ \\\! P 1\1 Z o\ \
l \ i\\ \ \Oh \7 : 1» \ 5 :1 1Y\\
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1\iJD '.\Oino \ iI \ -10’10 5 0
1”=10’-0”
1 2 3 54
PLAN SHEET DESIGNATIONCOVERG GENERAL
HAZARDOUS MATERIALSHC CIVILL LANDSCAPE
STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
SA
IQFPMETR
180191.40PROJECT NO:
SCALE: AS NOTED12-5-19DATE:KSDESIGNED BY:HLN/JAJDRAWN BY:JSPCHECKED BY:
CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS
LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLE
SITE PLAN
DEMOLITION PHASE II
C-3
I* wV Consulting Engineers
BAXTE OODNAN
CONSULTANTS
MILESTONE
FORBIDDING
3”2”
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0
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-30-
19
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19 By:
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, By Ba
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.St
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is —
Prof
essi
onal
Desi
gn Firm
Li
cens
e No.
(TO REMAIN)
(TO REMAIN)
(TO REMAIN)
HIGHLAND HILLS
C-3
CONTRACT 2019-02LIFT STATION IMPROVEMENTS
DISTRICTWATER RECLAMATION
FLAGG CREEK
DEMOLITION PHASE II
SITE PLAN
©
N
PLAN SHEET DESIGNATIONCOVERG GENERAL
HAZARDOUS MATERIALSHC CIVILL LANDSCAPE
STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
SA
IQFPMETR
180191.40PROJECT NO:
SCALE: AS NOTED12-5-19DATE:
KSDESIGNED BY:
HLN/JAJDRAWN BY:
JSPCHECKED BY:
CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS
LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLE
SITE PLAN
PROPOSED
C-4
I* w
V Consulting EngineersBAXTE OODNAN
CONSULTANTS
MILESTONE
FORBIDDING
1 2 3 54
N\\\
►Industrial Building\ \
/I\\
-709
N 1891720.22 E 1075410.58 12” 90' BEND
N 1891717.05 E 1075377.91 12” 90' BEND
i\2412” Z ~ — ~ 709 - —__D D9" 1 1/2” GAS
(VERIFY SIZE W/ NATURAL GAS UTILITY)
-12” FMi x.l\ _U
I\ -4-------T 1\ \----- II\ \0s \\\\ 130± L.F. OF 12” D.l. PIPE FORCE MAIN
/ \l I\4CW \
APPROXIMATE NORTH ZRZZRIY N- LINE OF FLAGG CREEK WATER \ RECLAM. DIST.
411 II\ \H I II
1 \ \\5 /■ /\II iN 1891684.83
E 1075381.03 12” 45' BEND
(/ I II
CONNECT TO EXISTING GAS MAIN
7 ï I II ï\ //II/\
Ii ii~~ 704 IN rii ic
V II III26” / o\p115
in o1 r~z SANITARY SEWER MANHOLE #51 51 RIM 709.66 18” S 702.7112” N 702.81
r~III CDCONTRACTION JOINT (TYP EXCEPT WHERE SHOWN)
o l'\sSI /& Vf> w ï
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EXPANSION JOINT 4 SIDES OF BASE
iI I I > II I 1\ l o/II II CONNECT 12” D.l. TO EXISTING
MH. CORE HOLE AND PROVIDE PSX GASKET SYSTEM.
I'l IIA /111 1.1 Y l/IN I'l
III4 ~ |I\ A ^^ ll \ II_705 I II \7N 1891665.9
E 1075341.5709.5 T/C \/ ;
/ o/////////
EXPANSION JOINT 4 SIDES OF BASE
;A 7&---------------E0# 709.6 T/C/ 1 -\ ,m/ /\ > x// z/BYPASS PUMP
DISCHARGE CONNECTIONI iY 'W707 /N 1891666,3
E 1075355.4 ^/ V t
Ha
A/, x ///\/P »
:PLUG 18” MANHOLE PIPE
PENETRATION
y ELECTRICAL AND CONTROL CABINET (SEE ELEC & CONTROL CABINET
CONCRETE PAD DETAIL ON DWG E-7)
UTILITY GAS METER (SEE DWG M-6)
ENGINE-GENERATOR w/ SOUND AND WEATHER ENCLOSURE
(SEE ENGINE GENERATOR CONCRETE PAD DETAIL ON DWG E-7)
BOLLARD (TYP OF 10) -v
Z O/ N/.V / V„ <y /
Z/Z\
\ CONCRETE SLAB708 /à \ iZ SEE DETAIL THIS SHEET' EXISTINGGASMAIN
i_.—>
// O I EXPANSION JOINT PERIMETER OF TOP SLAB
/ i& / 4:1 SLOPE TO MATCH EXISTING GRADE
/in'</■-/y//////
i/ : -C Ciz / i/
t/ \ \\\ 00 /N 1891657.0 E 1075358.1
i/ !\ i// 4 i \\ i/ / i\ ■X'I/ I1
// I709.5 T/C. W\
/\ \\ \/. 1 \. N 1891656.1
E 1075367.8ï/
/ &. tA/ \FENCE. A -j)06\ A : - ll. I /\.
©z CONTRACTION AND EXPANSION JOINT LAYOUT PLAN* 709i N 1891643.1c
X |e 1075322/. / 6’0 METER MANHOLE
RIM EL 709.5.</ \À<o \ SCALE: 1” = 10’\ / 9)1 Sb1 'oI \ IN 1891648.2
E 1075350.9i/ -109AA >\ IGUTTER HIGH POINT
(SEE NOTE 1)709.6 T/C
Sc ASPHALT
i\ i // i WEIR MANHOLE \
SANITARY SEWER MANHOLE (NO MANHOLE #) \RIM 709.93 \
18” S 702.42 18” N 702.43
// FENCE l'I /1 \ l\\RECONSTRUCTCUL-DE-SAC
fo y /Y,/ /709.5 T/C
Sc ASPHALT7/\ :.
I J> t1O’0 VALVE VAULT. z\\
4:1 SLOPE TO MATCH
EXISTING GRADE
' N 1891626.6 E 1075343.5
007,7,,.
I \ ,/ A\ •)\ $II. -v:--------X-------- X—G §I \7) 10*0 WET WELLi -X-\ r .\ ;709.6ASPHALT
\ \ 709.4 T/C
Sc ASPHALT
’I \
\ \ \ -j] L\ \to) /\/ \ OrO/
1 \N 1891626.6 E 1075343.5
\/ \
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.‘O'.7.\/ ELECTRICAL SERVICE POLE w/ HANDHOLE RISER
z (1 SQ51) prIvate DRIvt\/ 1 '6/ o\
N 189163X9 E 107531 ay
oy 709.0ASPHALT
\ »18”\/ SAINz SAG/ N 1891618.2 E 1075378.1
SANN/ \/ \ —) SA N// zz/ \ \\/ \/ \\ .I In 1891K6.
E 1075330.
/ 0.5%z z SANITARY sewer MANHOLE #5577 RIM 709.50 18” E 702.60 18” N 702.63 12” SW 702.61
/ 5\ Z
7120”1'to 7 TV
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N 1891624.1 E 1075349.1
\/ \ \ ./ \ 16” S 687.12\CUL-DE-SAC HIGH POINT (SEE NOTE 1)
\\ XTAPPROXIMATE SOUTH PROPERTY LINE OF FLAGG
CREEK WATER RECLAM. DIST.
\BYPASS PUMP SUCTION CONNECTION
\\ 709.0.
i/A
\B B. 709.4ASPHALT
\ \ ! \\ ,\ 709.0ASPHALT\ TYPE B DEPRESSED CURB
& GUTTER ACROSS EXISTING PRIVATE DRIVE. MODIFY CURB TO MATCH TOP OF EXISTING DRIVE.
,\ / \V/ 4s\-\\O 7, o
v\ 7/ IN 1891616.2 - ' ' E 1075337.5
\\
A o\
H\\i
\\ 7, Z\ SANITARY SEWER MANHOLE #5578 RIM 709.46 12” NE 703.17 8” S 703.17
/<//A ■j)i\ N 1891612.4
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DISTRICTWATER RECLAMATION
FLAGG CREEK
PROPOSED
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DISTRICTWATER RECLAMATION
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GRADING PLAN
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STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
SAIQFPMETR
180191.40PROJECT NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
AS NOTED 1 2-5-19KSJAJJSP
CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS
LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLE
EXISTING LIFT STATION
FLOOR PLANS - DEMOLITION PHASE II
M-1
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CONTRACT 2019-02LIFT STATION IMPROVEMENTS
DISTRICTWATER RECLAMATION
FLAGG CREEK
FLOOR PLANS - DEMOLITION PHASE II
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STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
SAIQFPMETR
180191.40PROJECT NO:
SCALE:DATE:DESIGNED BY: DRAWN BY: CHECKED BY:
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CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS
LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLE
EXISTING LIFT STATION
SECTION - DEMOLITION PHASE II
M-2
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M-2
CONTRACT 2019-02LIFT STATION IMPROVEMENTS
DISTRICTWATER RECLAMATION
FLAGG CREEK
SECTION - DEMOLITION PHASE II
EXISTING LIFT STATION
PLAN SHEET DESIGNATIONCOVERG GENERAL
HAZARDOUS MATERIALSHC CIVILL LANDSCAPE
STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
SAIQFPMETR
180191.40PROJECT NO:
SCALE:DATE:DESIGNED BY: DRAWN BY: CHECKED BY:
AS NOTED 1 2-5-19KSJAJJSP
CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS
LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLE
PROPOSED LIFT STATION
PLANS
M-3
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BAXTE OODNAN
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M-3
CONTRACT 2019-02LIFT STATION IMPROVEMENTS
DISTRICTWATER RECLAMATION
FLAGG CREEK
PLANS
PROPOSED LIFT STATION
PLAN SHEET DESIGNATIONCOVERG GENERAL
HAZARDOUS MATERIALSHC CIVIL
LANDSCAPESTRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
LSAI
QFPMETR
180191.40PROJECT NO:
SCALE:DATE:DESIGNED BY: DRAWN BY: CHECKED BY:
AS NOTED12-5-19KSJAJJSP
CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS
LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLE
PROPOSED LIFT STATION
SECTION AND DETAILS
RA|W^^Vconsulting Engineers
BAXTE OODMAN
CONSULTANTS
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FORBIDDING
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TOP Sc BOT&6” Dl BYPASS PUMP
SUCTION CONNECTION, (SEE DETAIL ON DWG M-4)
90* ELBOWS WITHPUMP ACCESS HATCH* PRECAST CONCRETE MANHOLE
SECTIONS FOR VALVE VAULT Sc METER MANHOLE STRUCTURES
6” Dl BYPASS PUMP
DISCHARGE CONNECTION (SEE DETAIL ON DWG M-4)
PLANTYP. WALL SUPPORT
2J$” X %" ALUM. STRAPS, FASTEN TO WALL W/
STN. STL BOLT Sc EXP. ANCHOR, WELD TO STRINGER (4-0” O.C. MAX.)
HAND HOLD SAFETY POST NOT SHOWN
1/2" EXPANSION
JOINT FILLER MATERIAL WITH JOINT SEALANT (TYP)
SAFETY HANDHOLD POST
36”x36”
ACCESS HATCHCLOSE TOP
36”x36”
ACCESS HATCH
\ 4” Dl WET
' WELL VENTDRIVEWAY
(SEE DETAIL ON SHEET D-2) I #5 @ 6” EW
TOP Sc BOT.#6 ® 6” EW
TOP AND BOTif roFLOOR BOX CM
TOP OF SLAB ♦M7^ w
y m: • aé-.i EL 709.5D D■*1 M * T
HQ W X 2fc” ALUM. TUBE STRINGERS W/
0.125 WALL THICKNESS
CM CM■ 4 j ooi ,4|4 f\|>^ -#■ owwswwwswo^gpHWpgy“to roPmPWa BolT j m
5’-0” DIA i iluMETER MANHOLE
4” Dl DOWN TO 12”
ABOVE FLOOR1/2” STN STL
EYE-BOLT WITH EXPANSION ANCHOR
9 i iALUMINUM LADDER WITH HAND HOLD SAFETY POST (SEE DETAIL THIS SHEET)10’-0” DIA
TYP. FLOOR SUPPORT
2të” X W ALUM. STRAPS, FASTEN TO CONC. W/
STN. STL. BOLT Sc EXP. ANCHOR, WELD TO STRINGER
VALVE VAULT d1 1/2” SCH 80 PVC
SUMP PUMP DISCHARGE
E MANHOLE STEPS (TYP)CM1’-8”10”x6” TEE
Hi 1 1/2” PVC BALL VALVE
1 1/2” PVC BALL
CHECK VALVES
10"x10” CROSS
\ d4\\f1 1/2” PVC TUBE SUPPORT
FOR LEVEL TRANSMITTER (ATTACH TO WALL UNDER FLOOR BOX)
10” MAGNETIC
FLOW METER
CO10” RESTRAINED
FLANGE ADAPTERI
d12”x10” REDUCER
12” PVC FORCE MAIN
Ç. EL 700.13
(SEE PLAN VIEW)
10” RESTRAINED
FLANGE ADAPTERFLEXIBLE PIPE CONNECTOR (TYP)
CORED HOLE WITH DOUBLE LINK-SEAL (TYP) 10”x8” FLANGED -v
ADAPTER ^
V o o "52E, ,3L 44
I10” Dl 10” DlS^DI ELEVATIONPRECAST CONCRETE
MANHOLE SECTIONS FOR WET WELL STRUCTURE
1CM1' 2” CONC
SUPPOR" 6"MIN. iMIN. ALUMINUM LADDER DETAILCM2” SCH 80 PVC —
BYPASS PUMP DISCH.CONN. DRAIN —
EL 698.0 EL 698.0* ♦xNO SCALE4
” 4 ■m—r ■#CM
-m-4*<n'z GROUT THICKNESS VARIES
SLOPE @ &”/FT TO 2” PVC DRAIN7
GUIDE RAIL* l IP PE 444» J.■#A.
XX
/ 6” BLIND FLANGE4
6” 90* BEND
SEE PLAN FOR ORIENTATION2” PVC DRAIN
#5 @ 6” EW
TOP Sc BOT.
3” BEDDING
MATERIAL
8” PLUG VALVE
#6 @ 6”EW
TOP Sc BOT. GROUT THICKNESS VARIES FROM 4” TO 2” - SLOPE TO SUMP 6” D.l.TAP FOR 1/4”
SHUT-OFF COCK FOR PRESSURE GAUGE CONNECTION (SEE DETAIL ON DWG M-6)
14-0”
d 10-0” DIACDI 8” SWING CHECK VALVE 1” CHAMFER
(TYP 4 SIDES)WET WELLd I
roCM
RESTRAINED FLANGE ADAPTER TOP SLAB OF VALVE VAULT CM7’—0”
MIN. DIA. 18” DIA x 1 ’—6” DEEP RCP SUMP
ON MIN 6” CONC BASE
(SHOWN BEHIND SECTION)
MIN. DIA. II8” D.l.DROP BOWL MOUNTED TO WET WELL WALL W/ 304 SS
ANCHOR BOLT ASSEMBLY LEVEL TRANSMITTER SUPPORT CABLE d18” X 18” CONC.
ENCASEMENT
416” PVC INFLUENT SEWER
INV EL 687.12 (SEE PLAN VIEW)
II
PROVIDE SUPPORT AS NECESSARY
FLOOR BOX#4 TIES @ 10” £
I
2 #5 VERT.
EA. FACEVALVE VAULTHIGH HIGH WATER LEVEL ALARMEL 687.0
I
6” Dl BYPASS PUMP SUCTION
INV EL 686.12 STRUCTURAL GENERAL NOTES 6” D.l.3’ LONG LIFTING CHAIN*
SUPERIMPOSED MINIMUM DESIGN LOADS:[NLEAD PUMP ON* EIGHTS SUBMERSIBLE PUMP 6” PLUG VALVE
W/ EXT STEM UP TO
FLOOR BOX ABOVE
IEL 685.01. SLABS AT ELEVATION 709.5 = AASHTO H93 TRUCK LOAD.
3 4FORM POCKET IN FILLET FOR 1 1/2” PVC TUBE EARTH WORK:
LOW LOW WATER LEVEL ALARM (ALL PUMPS OFF)_________________ E 1®♦ 1. ALLOWABLE NET SOIL BEARING PRESSURE = 3,000 P.S.F.
MINIMUM UNLESS OTHERWISE SHOWN ON THE DRAWINGS.6” D.l. 90* BENDEL 682.0
4 4
A HYDROSTATIC LEVEL TRANSMITTER CO 2. UNDERCUT AREAS BELOW PROPOSED STRUCTURES TO SUITABLE
SOIL MATERIAL. EXTEND WIDTH OF EXCAVATION BEYOND OUTER LIMITS OF PROPOSED STRUCTURES 12 INCHES FOR EVERY FOOT OF UNDERCUT.
3 10”x6” TEEI/11’-2” 'Xl1 CMAMIN. /aAEL 679.5* BYPASS PUMP DISCHARGE CONNECTION DETAILx 3. COMPACT EXPOSED GRANULAR SOILS ENCOUNTERED AT BASE OF EXCAVATIONS USING A MINIMUM TWO PASSES WITH VIBRATORY PLATE COMPACTION EQUIPMENT.
*■cm ■y?4
I SCALE: %" = 1-0”4
B BLA.5 \x x4. BACKFILL AND FILL AREAS BELOW PROPOSED STRUCTURES WITH
COMPACTED STRUCTURAL BACKFILL MATERIAL TO THE REQUIRED SUBGRADE ELEVATION UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
CONC FILLET 1:1 (MIN) SLOPE3” BEDDING MATERIAL
#7 © 6” EW TOP Sc BOT.
6” BLIND FLANGE6” 90* BENDSHAPE CONCRETE FILLET AS NECESSARY
TO PROVIDE SPACE FOR SUBMERSIBLE PUMPS AND FOR HYDROSTATIC LEVEL TRANSMITTERS (TYP)
CONCRETE WORK:6” D.l.
14-0” 1. PROVIDE CONCRETE HAVING A MINIMUM 28 DAY COMPRESSIVE STRENGTH F’c = 4,000 P.S.I. CDMIN. DIA. 1” CHAMFER
(TYP 4 SIDES)l
ro2. PROVIDE REINFORCING BARS IN COMPLIANCE WITH ASTM
A615 GRADE 60. TOP SLAB OF WET WELLCM
0
SECTION A 18” X 18” CONC.
ENCASEMENTdISCALE: = 1-0” M-2
^ #4 TIES @ 10”
6” D.l. 90* ELto
2 #5 VERT.
EA. FACEI
FLOAT SWITCH CONTROL (Transmitter Fail)LEAD & LAG PUMP RUNNINGLEAD PUMP ONLY ALL 3 PUMPS PUMP RUNNINGWET WELL6” D.l. 90* BEND
Elevation Elevation Elevation Elevation6” D.l.
High High Water Level Alarm (Float Switch
High Water Level Alarm (Transmitter)
Lag Lag START (Transmitter)
Lag START (Transmitter)
Lead START (Transmitter & Float Switch)
High High Water Level Alarm (Float Switch
High Water Level Alarm (Transmitter)
Lag Lag START (Transmitter)
Lag START (Transmitter)
Lead START (Transmitter & Float Switch)
Lead & Lag Pump speed kept the same
and ramps down together from maximum
speed to minimum speed
High High Water Level Alarm (Float Switch
High Water Level Alarm (Transmitter)
Lag Lag START (Transmitter)
Lag START (Transmitter)
Lead START (Transmitter & Float Switch)
Lead & Lag Pump speed kept the same
and ramps down together from maximum
speed to minimum speed
High High Water Level Alarm (Float Switch 687.00687.00
686.50
686.00685.50
685.00
687.00
686.50
686.00685.50
685.00
687.00
686.50
686.00685.50
685.00
f
Lead START (Float Switch) 685.00 SUPPORT PIPE FROM WALL 6” Dl
EL 682.50
Lead Pump speed ramps down from
maximum speed to minimum speed
v v V
BYPASS PUMP SUCTION CONNECTION DETAILAll Pumps STOP (Transmitter)
Low Low Water Level Alarm (Float Switch)
All Pumps STOP (Transmitter)
Low Low Water Level Alarm (Float Switch)
All Pumps STOP (Transmitter)
Low Low Water Level Alarm (Float Switch)
All Pumps STOP (Transmitter)
Low Low Water Level Alarm (Float Switch) 682.00
682.50
682.00
682.50
682.00
682.50
682.00
682.50
682.00
682.50
682.00
682.50
682.00
682.50 682.50
682.00 SCALE: = 1’-0”
12” 0 4’2When Transmitter Fails, control will revert to float switches. Lead Pump will start. After a time delay, Lag Pump will start. After another time delay, Lag-Lag Pump will start. Lag and Lag-Lag will not start if Lead Pump draws water level down to STOP level.
In Float Control, pumps will run at max speed setting. Their speed will not be varied. M-43/8”=1’-0”
5
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©
HIGHLAND HILLS
M-4
CONTRACT 2019-02LIFT STATION IMPROVEMENTS
DISTRICTWATER RECLAMATION
FLAGG CREEK
SECTION AND DETAILS
PROPOSED LIFT STATION
PLAN SHEET DESIGNATIONCOVERG GENERAL
HAZARDOUS MATERIALSHC CIVILL LANDSCAPE
STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
SA
IQFPMETR
180191.40PROJECT NO:
SCALE: AS NOTED12-5-19DATE:KSDESIGNED BY:HLN/JAJDRAWN BY:JSPCHECKED BY:
CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLE
STANDARD DETAILS
SHEET 1
M-5
I* WV Consulting Engineers
BAXTE OODNAN
CONSULTANTS
MILESTONE
FORBIDDING
1 2 3 54
NOTE:PROJECT MANUAL REFERS TO ’’PROJECT SPECIFICATIONS”, NOT TO I DOT SPECIFICATIONS.
-TOTAL THICKNESS TO MATCH EXISTING OR 4 1/4” (MIN.), WHICHEVER IS GREATER
HMA BINDER COURSE,IL—19, N50, 2 1/4” MIN.
"A" - DIAMETER OF INCOMING SEWER "B" - DIAMETER OF DROP PIPE WHEN :"A" = 12” OR LESS,"B" = "A” BUT NOT SMALLER THAN 8”.
BACK OF CURB OR—, EDGE OF PAVEMENT
WHERE NO CURB EXISTS
FACE OF SIDEWALK HMA SURFACE COURSE,
MIXTURE C, 2” MIN.
BITUMINOUS MATERIALS (PRIME COAT) 12”
NOTE:USE OUTSIDE DROP WHEN ANY ENTERING SEWER INVERT DIFFERS BY 2’-0” OR MORE FROM INVERT OF MANHOLE.
(TYPO///////////////////////////////////////,V/////////////////////////////////////V/ / // // // // // // // // // // // // // // // // /// \// // // // // // // // ///////////////////// \///////////////////////////////////A \///////////////////////////////////l
//////////////////////////// //////////////////////////// ////////////////////////////
D D/\FULL DEPTH SAW CUT (TYP.)EXISTING SURFACE WATERTIGHT
JOINTS\ 1 M1
1 /
Lir//\
X X X X XX\ lxxx XXXXXXXXXiQ✓ ✓ ✓ /y / / /Jr/ / /S / /
!/\
UNDISTURBEDEARTH INTERNAL CHIM. SEAL
FRAME SEALEXCAVATEDMATERIAL
//_
ACCESS HATCH
COMPACTED TRENCH BACKFILL
,/ / /// / / /// / / / 7/7/7///////////////////////////K ////////////////////////////
/ // // // // // // // // // // // // / V/////////////////////////// \/ ///////////////////////// / \ / / / / A
4 PRECAST CONCRETE MANHOLE SECTIONS
EX. AGGREGATE-1BASE EXTERIOR JOINT MAC WPAP
PROTECTION (TYP)////////////// / / / /
COMPACTED GRANULAR BACKFILL
MATERIAL - SEE PROJECT MANUAL
AGGREGATE BASE COURSE, TYPE B, 12” (100% CRUSHED CA-6)
MANHOLE STEPS @ 16” C. TO C.//// // // // // // //y.
v/////*v////////////y//// \/////////////////////// \// // // // // // // // // // // A
/ / / /DIA. AS SHOWN EXTERIOR SURFACE LIQUID
TAR TREATMENT (TYP)ON DWGS.— 12” (MIN.) ALL PIPE
SLOPE 1 ”-2” PER 12”
GRANULAR PIPE BEDDING *
AND COVER MATERIAL IDOT GRADATION CA-15 UNLESS
AN ALTERNATE IS NOTED IN PROJECT MANUAL
— 12” (MIN.) ALL PIPECONCRETE BENCHI d "A"
FLEXIBLE PIPE CONNECTORf PIPE DIA.
12” OR SMALLER = 30” 14” TO 18”20” TO 24"
WIDTH "B"3”MAXIMUM
PROPOSED PIPELINE SEE PROJECT MANUAL OR
DRAWING SHEETS
= 36” = 42"
TRENCH WIDTH MIN.■4- ■4
PIPE DIA.12” OR SMALLER = 30” 14” TO 18”20” TO 24”
WIDTH CONCRETEEASEMENTiMAXIMUM A
= 36” = 42”
TRENCH WIDTH
C C>.INVERT CHANNEL TO CONFORM TO
ELEVATION SHOWN ON DRAWINGS
fLIMITS OF TRENCH BACKFILL TYPICAL TRENCH DETAILOUTSIDE DROP DETAILGRANULAR PIPE
BEDDING MATERIALFOR EXCAVATION IN PROXIMITY NO SCALE
OF PAVED SURFACES FOR PAVEMENT WITH AGGREGATE BASE AND COMPACTED GRANULAR BACKFILL MATERIAL.NO SCALE
SANITARY MANHOLE DETAIL* FOR FLEXIBLE THERMOPLASTIC PIPE COMPLY WITH ASTM
D2321, CASS IA, IB OR II (IDOT GRADATION CA15). NO SCALE
FOR RIGID PIPE COMPLY WITH ASTM C12, BEDDING CASS B.
HMA SURFACE COURSE MIXTURE C, 2” MIN
HMA BINDER COURSE IL—19, N50, 2 1/4” MIN
AGGREGATE BASE COURSE, TYPE B, MINIMUM 12” (OR MATCH EXISTING, WHICHEVER IS GREATER)
-BITUMINOUS MATERIALS (PRIME COAT)
SAWCUT FULL- DEPTH (TYP)
TOTAL THICKNESS TO MATCH EXISTING OR 4 1/4” (MIN),
WHICHEVER IS GRATER NOTE:PROJECT MANUAL REFERS TO ’’PROJECT SPECIFICATIONS” NOT TO IDOT SPECIFICATIONS.
EXISTINGSURFACE4’ OR LESS TO ANE~i
EDGE-RESURFACING OF ADJACENT ANE REQ’D (TYP) {B B
\/////////////////////////////////// / /y\// // // // // //////////////////////////A
f///////////////////////l
/////////////////////////A/////////////////////////A
/ / / // // // // // // // // // // // // l /////////////////////////// ///////////////////////////>
TYPE B DEPRESSED CURB & GUTTER, TYP
(SEE DETAIL THIS SHEET)4” ////////// ̂
//////////, /////// / /A \s///////A \//////t
\, , y y ‘
24” REFLECTIVE CRACK CONTROL FABRIC (TYP)
TOPSOIL
19”
\/ / ////////////////////////////
V///////////////////////V/////////////////////////// ///////////////////////////// ///////// / / /X.
V /,
FOR TRENCHES IN AWNS, PARKWAYS AND OTHER IMPROVED ARAS NOT SUBJECT TO VEHICUAR TRAFFIC. COMPACT MINIMUM LIFTS OF 12-INCHES TO 85% OF MAXIMUM DENSITY.
/////////////////// /////////////////////A
/ // // // // // // // // // // // /A///////////////////////////l /////
12”7” PROPOSED PAVEMENT SEE TRENCH DETAIL—
CM4^4////////////// /////,EXCAVATED
MATERIAL+ + + + ++ + + + + + f + + + + +UNDISTURBED SUBBASE-1 V y //// / Is / // // // // / / A// / / /
///////////////////////,//////////////////////A
V/////////////////////4
X PER FT.EXISTING AGGREGATE BASE+ + + + + +
f + + + + +Ml+ + + + + +
1’ SHELF (TYP)-1 zf + + + + +6”
+ + + + + +GRANUAR PIPE BEDDING *
AND COVER MATERIAL IDOT GRADATION CA15 UNLESS AN
ALTERNATE IS NOTED IN PROJECT MANUAL
\ 12” (MIN.) ALL PIPEf + + + + + * 1, °MTRENCH BACKFILL
100% CA-6 CRUSHED STONE OR GRAVEL
UNDISTURBED EARTH+ + + +f + + + + + ■T
+ + + + + +f + + + + ++ + + + + +
AGGREGATE BASE
\ COMPACTED GRANUAR COVER MATERIAL AS SPECIFIED IN PROJECT MANUAL
UNDISTURBED EARTH PROPOSED PIPELINE SEE PROJECT MANUAL OR
DRAWINGS
TYPE B DEPRESSED\ +WIDTH
12” OR SMALLER = 30” 14” TO 18”20” TO 24”
PIPE DIA. CURB & GUTTER DETAILCOMPACTED GRANUAR BEDDING MATERIAL AS SPECIFIED IN PROJECT MANUAL
PIPE MAXIMUM NO SCALE= 36” = 42”
TRENCH WIDTH
A ATYPICAL TRENCH DETAILNOTE:PROJECT MANUAL REFERS TO ’’PROJECT SPECIFICATIONS”, NOT TO IDOT SPECIFICATIONS.
NO SCALE
FOR NON-PAVED AREAS
* FOR FLEXIBLE THERMOPASTIC OR HDPE PIPE COMPLY WITH
ASTM 2321, CASS I OR II.TRENCH DETAIL IN CHASE AVENUE PAVEMENTNO SCALE
FOR RIGID PIPE COMPLY WITH ASTM C12, BEDDING CASS B.
1 2 3 54
3”2”
.5”
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o.©
HIGHLAND HILLS
M-5
CONTRACT 2019-02LIFT STATION IMPROVEMENTS
DISTRICTWATER RECLAMATION
FLAGG CREEK
SHEET 1
STANDARD DETAILS
PLAN SHEET DESIGNATIONCOVERG GENERAL
HAZARDOUS MATERIALSHC CIVILL LANDSCAPE
STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
SA
IQFPMETR
180191.40PROJECT NO:
SCALE: AS NOTED12-5-19DATE:KSDESIGNED BY:HLN/JAJDRAWN BY:JSPCHECKED BY:
CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLE
STANDARD DETAILS
SHEET 2
M-6
I* WV Consulting Engineers
BAXTE OODNAN
CONSULTANTS
MILESTONE
FORBIDDING
1 2 3 54
0-100 FEET PRESSURE GAUGE
SUPPORT POST
DIAPHRAGM SEALW/FLUSHINGCONNECTION
/OF FLONNGEOTECHNICALFABRIC SNUBBERz
z%* STN. STL. W/
y4" STN. STL. BALL VALVE
y2" STN. STL.BALL VALVE
o COMPACTED CLAYEY MATERIALl CDIro
CMV7
D Dy2" STN. STL.W7 V\\ z
CO
\\ c\ z 6"oo. / 2EXCAVATE TRENCH ON UPSTREAM SIDE OF POSTS AND EMBED 12” OF FABRIC
MIN.
PRESSURE GAUGE DETAILNO SCALE
SECTION
5-0” MAX.SUPPORT POST
GEOTECHNICALFABRIC
6” DIA. STEEL PIPE FILLED W/CONC. AT ELECTRICAL TRANSFORMERS AND ELECTRICAL PANEL. PROVIDE SMOOTH HDPE BOLLARD POST SLEEVE WITH DOMED TOP, YELLOW COLOR
oI
CONCRETE DRIVEWAY
XVXVX<4X<4X<4XXX \ \ \ \ \ \ \
l>>
c cf CONC.ENCASEMENT
4o
IV VV 4 ANOTE:SILT FENCE INSTALLATION SHALL COMPLY WITH AASHTO STANDARD SPECIFICATION 288-00.
' ;.25• <7
ELEVATIONU*
A'
SILT FENCE DETAILGUARD POST (BOLLARD) DETAILNO SCALE
NO SCALE
BLACK IRON PIPING BY CONTRACTOR:1 SIZE LARGER THAN SECONDARY REGULATOR DISCHARGE FLANGE N.P.T. & MIN. OF 6-0”TOTAL LENGTH FOR BUFFER STORAGE OF GAS TO ACHIEVE OPTIMUM ENGINE PERFORMANCE - ALL FITTINGS NOT SHOWN - ARRANGEMENT OF PIPING AT CONTRACTOR’S DISCRETION
GENSET ENCLOSURE
PIPE INCREASER BY CONTRACTOR
B BSECONDARY REGULATOR
BY CONTRACTOR (1/2-LB PSIG MAX. LEAVING REGULATOR)
METER BY GAS UTILITY CO. (2-LB PSIG LEAVING METER)
GAS MIXER BY MFR.OùPRIMARY REGULATOR
BY GAS UTILITY CO.
SHUT-OFF VALVE BY GAS UTILITY CO. ■0
SEDIMENT TRAP
CAPFIN. GRADE
SERVICE LATERAL BY GAS UTILITY CO. DEMAND REGULATOR BY MFR.
(< 1/4-LB PSIG LEAVING REGULATOR OR AS REQ’D.BY MFR.)
REDUCER & NIPPLE BY CONTRACTOR
RIGID & FLEXIBLE PIPING BY MFR.
NOTE:PROVIDE GAS METER AND PIPING W/REGUUVTORS, ETC. MT’D. ON BRACKETS OR SUPPORT STRUCTURE AS APPROVED BY GAS UTILITY CO.
A AELEMENTARY GAS SERVICE DIAGRAMFOR OUTDOOR GENSETS
NO SCALE
1 2 3 54
3”2”
.5”
0
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/25/
19 By:
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Cop
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, By Ba
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.St
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f Illino
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Pro
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l Desi
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Li
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e No.©
HIGHLAND HILLS
M-6
CONTRACT 2019-02LIFT STATION IMPROVEMENTS
DISTRICTWATER RECLAMATION
FLAGG CREEK
SHEET 2
STANDARD DETAILS
PUSHBUTTONPROGRAMMABLE LOGIC CONTROLLER PANELPARTS PER MILLION PROBEPRESSURE SWITCH POUNDS PER SQUARE INCH PRESSURE TRANSDUCER POLYVINYL CHLORIDE RETURN ACTIVATED SLUDGE ROOMRUNNING TIME METERSHEETSHIELDEDSILENCESOLENOIDSINGLE POLE DOUBLE THROWSWITCHSWITCHGEARTIME DELAY RELAYTIMERTYPICALVOLTVOLTS ALTERNATING CURRENTWASTE ACTIVATED SLUDGEWATT-HOUR METERWATT METERWEATHERPROOFCLOSETRANSFORMER TRANSMITTER TWO POLE THREE POLE
ABBREVIATIONS & ACRONYMSA OR AMP. AMPERE
ACKNOWLEDGEABOVE FINISHED FLOORANNUNCIATORANTENNAAUTOMATICAUXILIARYBATTERYBUILDINGBREAKERCONDUITCABLECAPACITORCIRCUITCHANNELCOMMONCONDUCTORCONTROLCENTRAL PROCESSING UNIT CURRENT SENSING RELAY CURRENT TRANSFORMER DUAL ELEMENT DETECTOR
DISCONNECT SWITCH AUXILIARY CONTACT WIRES DISCONNECT DISSOLVED OXYGEN DOUBLE POLE DOUBLE THROW
GEC GROUNDING ELECTRODE CONDUCTOR GROUND FAULT CIRCUIT INTERRUPTER GROUNDHAND-OFF-AUTO SELECTOR SWITCHHEAVY DUTYHORSE POWERHIGH WATER LEVELINTRINSICALLY SAFE RELAYJUNCTION BOXKILOWATTKILOWATT HOURKILOVOLT-AMPERELIGHTLIGHTING PANELLIGHTINGLIGHTSLOW VOLTAGE LOW WATER LEVEL MILIAMPERE MANUALMOTOR CONTROL CENTERMANUFACTURERMILLION GALLONS PER DAYMOTOR MOISTURE SENSOR WIRESMOTOR OVERTEMPERATURESENSOR WIRESNEUTRALNORMALLY CLOSED NOT IN CONTRACT NON-FUSIBLE NUMBERNORMALLY OPEN OPENOVERLOADSOXIDATION-REDUCTION POTENTIAL
ACK. GFCIA.F.F. GNDANN
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’’HAND-AUTO”
’’HAND-OFF-AUTO”
"ON-OFF-REMOTE”
"ON-OFF-INTERMITTENT”
"FORWARD-REVERSE”
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_L MAGNETIC STARTER (1 =NEMA SIZE)ON-O-R 1© ALARM HORN TON-O-I
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o PUSHBUTTONJL
HAND RESET POTENTIAL TRANSFORMERLIGHTING PANELLP Tn INDICATING (PILOT) LIGHTt-DISCONNECT SWITCH
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CURRENT TRANSFORMER
GND.DETECTOR
FUSEMOTOR - APPROX. H.P. INDICATED
GROUND DETECTOR SYSTEM< >
3-PHASE SU|GE PROTECTOR-o o-m3
3 4
CONTROL SCHEMATIC SYMBOLS
-o o- PUSHBUTTON - NORMALLY OPEN MOMENTARY CONTACTTRANSFORMER
—Q I Q— PUSHBUTTON - NORMALLY CLOSED MOMENTARY CONTACT
FUSE —Q_I_Q—
MAINTAINED CONTACT TYPE PUSHBUTTONOVRLDS
MS MOTOR STARTER COIL W/ OVERLOADS
-o o- MULTI—POSITION SELECTOR SWITCH
- RTM - RUNNING TIME METER O- LIMIT SWITCH - NORMALLY OPEN
LIMIT SWITCH - NORMALLY CLOSED—o=dO—
INDICATING LIGHT—ÇxjCJO—
II SINGLE POLE DOUBLE THROW LIMIT SWITCH
PUSH TO TEST TYPE INDICATING LIGHT IO-
INDICATING LIGHT COLOR DESIGNATIONS:
A - AMBER B - BLUE C - CLEAR G - GREEN
O- LIQUID LEVEL - NORMALLY OPENOfY - YELLOW FL - FLUORESENT NE - NEON OP - OPALESCENT
0 - ORANGE P - PURPLE R - RED W - WHITE
LIQUID LEVEL - NORMALLY CLOSED
O- PRESSURE SWITCH - NORMALLY OPENCR
CONTROL RELAY
T PRESSURE SWITCH - NORMALLY CLOSEDPR POWER RELAY
OfO— TEMPERATURE ACTUATED SWITCH - NORMALLY OPEN
TDR TIME DELAY RELAY
—o—— TEMPERATURE ACTUATED SWITCH - NORMALLY CLOSED
ARALTERNATING RELAY NORMALLY CLOSED TIMER CONTACT - DELAY
OPEN WHEN COIL IS ENERGIZED
LRLATCHING RELAY NORMALLY OPEN TIMER CONTACT - INSTANT
CLOSE WHEN COIL IS ENERGIZED - DELAY OPEN WHEN COIL IS DE-ENERGIZED
FLOW ACTUATED SWITCH - NORMALLY OPENNORMALLY CLOSED TIMER CONTACT - INSTANT OPEN WHEN COIL IS ENERGIZED - DELAY CLOSE WHEN COIL IS DE-ENERGIZED
FLOW ACTUATED SWITCH - NORMALLY CLOSEDNORMALLY OPEN CONTACT(RELAY, MOTOR STARTER, OVERLOAD, ETC.)
NORMALLY OPEN TIMER CONTACT - DELAY CLOSE WHEN COIL IS ENERGIZEDjc-
O-NORMALLY CLOSED CONTACT(RELAY, MOTOR STARTER, OVERLOAD, ETC.)
5
LINE NO. RELAY CONTACT APPEARS ON
/^CR^V
vqio^t^N.O. CONTACTS0104, 01060103
0105CR0103-1 N.C. CONTACT
0104CR0103-2
if0105
CR0103-30106
DSLOT NO.-
RACK NO.—IAI=ANALOG INPUT AO=ANALOG OUTPUT DI=DIGITAL INPUT DO=DIGITAL OUTPUT
—TERMINAL NO.
r} *
AMANALOG INPUT AO=ANALOG OUTPUT DI=DIGITAL INPUT D0=DIGITAL OUTPUT
ADDRESS
} r
c
LIGHTING FIXTURE SCHEDULE
LITHONIA LIGHTING D-SERIES SIZE 1 LED LUMINAIRECAT. NO. DSX1 LED 60C 700 40K T2M MV SPA PER H5 DBLXD120V, BLACK FINISH WITH LITHONIA LIGHTING SSA 15 6J DM19AS FBC DBLBLACK FINISH POLE
B
A
5
1 2
SITE, BUILDING & STRUCTURE PLAN SYMBOLS
e POWER POLE
E
*>>
UNCONFIRMED UNDERGROUND CONDUIT
UNDERGROUND DUCT BANK
UNIT DUCT
OVERHEAD CABLE
CONDUIT CONCEALED IN BACKFILLED AREA
DIRECT BURIAL CABLE
UNDERGROUND CONDUIT
CONDUIT CONCEALED IN FLOOR SLAB
CONDUIT CONCEALED IN CEILING SLAB
CONDUIT CONCEALED IN WALL
CONDUIT CONCEALED ABOVE SUSPENDED CEILING
CONDUIT CONCEALED BELOW FLOOR SLAB
CONDUIT CONCEALED ABOVE ROOF/CEILING SLAB
CONDUIT CONCEALED ABOVE GYPSUM BOARD CEILING
EXPOSED SUPPORTED CONDUIT
EXPOSED CONDUIT ON WALL
EXPOSED CONDUIT ON CEILING
EXPOSED CONDUIT BELOW PLATFORM
LIGHT FIXTURE - ( )= CKT. NO. SEE LIGHTING FIXTURE SCHEDULEDB
UD
FLOOD LIGHT FIXTURE - ( )= CKT. NO. SEE LIGHTING FIXTURE SCHEDULE
OH
CF
UCD LINEAR LIGHT FIXTURE - ( )= CKT. NO.
SEE LIGHTING FIXTURE SCHEDULEU
F
CEXIT LIGHT - ( )= CKT. NO.SEE LIGHTING FIXTURE SCHEDULE
W QE]( )AC
CSEMERGENCY LIGHT - ( )= CKT. NO. SEE LIGHTING FIXTURE SCHEDULECC
( )AG / \CS
EWEMERGENCY LIGHT REMOTE LIGHT HEAD SEE LIGHTING FIXTURE SCHEDULEEC
EP(6)ER EXPOSED CONDUIT ON RAILING
FLEXIBLE CONDUIT
FLEXIBLE CABLE OR CORD
DOT INDICATES CHANGE IN CONDUIT ELEVATION OR CONNECTION TO FLEXIBLE CONDUIT
MOTOR - APPROXIMATE HORSE POWER INDICATED ( ) = CIRCUIT NO. WHEN INDICATED
5AAAAAAAAAA
rtrm/i/i/i/irmnMOTORIZED VALVE OPERATORMV
♦
3/4”C-4 #12
I >Sc<INDICATES CONDUIT SIZE AND NO. & SIZE OF CONDUCTORS
EXISTING LIGHT FIXTURE
C1 —12
I ISC 1 EXISTING LINEAR LIGHT FIXTUREINDICATES CONDUIT TYPE & NO.SEE CONDUIT SCHEDULE
EXISTING CONDUITS( * SAME DESIGNATIONS AS PROPOSED)
I_____
*EXISTING MOTOR/ /
* EXISTING CONDUITS TO BE REMOVED ( * SAME DESIGNATIONS AS PROPOSED)\_/v vC EXISTING LIGHT FIXTURE
TO BE REMOVEDEX;
✓ \
NOTE: UNDESIGNATED CONDUITS = 1/2”C - 2#12 y—vEXISTING LINEAR LIGHT FIXTURE TO BE REMOVED
(EX'>■__«
EXISTING MOTOR TO BE REMOVED
[DS^SAFETY DISCONNECT SWITCH
24”120V DUPLEX RECEPTACLE - ( )= CKT. NO. 24" = MOUNTING HEIGHT ABOVE FLOOR
ec0 MANUAL MOTOR STARTER(D
nr DRUM REVERSING SWITCH 120V SINGLE RECEPTACLEe-20Ae- 240V, 20A, SINGLE RECEPTACLE
480V, 3 PHASE RECEPTACLE
□ OUTLET BOX OR JUNCTION BOX
@To"15.0 ELECTRIC UNIT HEATER APPROX. SIZE INDICATED
OR S1 SINGLE POLE TOGGLE SWITCHKW
S2 DOUBLE POLE TOGGLE SWITCH
S3 THREE-WAY TOGGLE SWITCHEWH ELECTRIC WATER HEATER
S4 FOUR-WAY TOGGLE SWITCH
| EWC | ELECTRIC WATER COOLERS1/0S SINGLE POLE TOGGLE SWITCH WITH
OCCUPANCY/VACANCY SENSOR
THREE-WAY TOGGLE SWITCH WITH OCCUPANCY/VACANCY SENSOR
JUNCTION BOX
INDICATES WEATHERPROOF DEVICE
INDICATES EXPLOSIONPROOF DEVICE
INDICATES EXISTING DEVICE
PC PHOTOCELL S3/0S
© THERMOSTATJBB © HUMIDISTAT WP
XP
© AQUASTATEX
© FLOAT SWITCH H/S FIRE ALARM HORN/STROBE
© LEVEL TRANSDUCER OR LEVEL TRANSMITTER <0 SMOKE DETECTOR (HD = HEAT DETECTOR)
© PRESSURE TRANSMITTER
FIRE ALARM BELLFB© LIMIT SWITCH
a ALARM HORN© SOLENOID
a COMMUNICATIONS SPEAKER©DISSOLVED OXYGEN PROBE
m TELEPHONE JACKOXIDATION REDUCTION POTENTIAL PROBE
DATA JACK
© pH PROBE
o© VACUUM SWITCH ’’UP-STOP-DOWN” PUSHBUTTON STATION
omEMH ELECTRIC MANHOLE
’’ON-OFF” SELECTOR SWITCH W/ SPRING RETURN TO CENTER POSITION□EHH ELECTRIC HANDHOLE
I MOMENTARY CONTACT ’’START-STOP” PUSHBUTTON STATIONINSTRUMENTATION/CONTROL DEVICE
(XXXX - SEE TABLE BELOW)XXXX201A 1
MAINTAINED CONTACT ’’START-STOP” PUSHBUTTON STATION
XXXX
1 MOMENTARY CONTACT ’’START-STOP” PUSHBUTTON STATION W/ HASP HOLD ON STOPF = FLOW
L = LEVEL P = PRESSURE T = TEMPERATURE K = TIME Z = POSITION
C = CONTROLLER I = INDICATOR R = RECORDER T = TRANSMITTER Q = QUANTITY (TOTALIZE)
V = VALVE
0 ’’STOP-HOLD” PUSHBUTTON STATION W/ HASP HOLD
E = PRIMARY ELEMENT S = SWITCH V = VALVE
1 2
PLAN SHEET DESIGNATIONCOVERG GENERAL
HAZARDOUS MATERIALSHC CIVILL LANDSCAPE
STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
SA
IQFPMETR
180191.40PROJECT NO:
SCALE: AS NOTED12-5-19DATE:
PVTDESIGNED BY:
RGEDRAWN BY:
HDHCHECKED BY:
CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS
LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLE
NEW LIFT STATION
ELECTRICAL SYMBOL LIST
AND LIGHTING FIXTURE SCHEDULE
ELECTRICAL DETAILS
E-1
lAlConsulting Engineers
BAXTE OODNAN
CONSULTANTS
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©
HIGHLAND HILLS
E-1
CONTRACT 2019-02LIFT STATION IMPROVEMENTS
DISTRICTWATER RECLAMATION
FLAGG CREEK
ELECTRICAL DETAILS
AND LIGHTING FIXTURE SCHEDULE
ELECTRICAL SYMBOL LIST
NEW LIFT STATION
1 2 3 54
N\\\
►Industrial Building\
\
/I\\
7 0^
i\/2 41 2 ” Ys ~ — '709--__D D9” " 708
\ xl iN \\
I\ \ \"70 \ \\ \0s \3> / \\ \p6S \ \! \ \
\90,3^ \ 5 / /\ ii4. ^ (/NOTES:7 1\ //
1. EXISTING UTILITY INFORMATION IS APPROXIMATE, VERIFY. DEMO EXISTING ELECTRICAL ENCLOSURE ONLY AFTER NEW SUBMERSIBLE PUMP STATION IS FULLY OPERATIONAL
j\!^704-^ i o :
V26” cr o<9 ' r~z SANITARY SEWER
MANHOLE 25151 RIM 709.66 18” S 702.71
r-Y /&f> I
, 143 2. COORDINATE WITH COMED FOR SERVICE UPGRADE FOR NEW 200A, 240V, 3-PHASE, OPEN-DELTA METER AND SERVICE. SEE PROJECT MANUAL FOR PHASING REQUIREMENT.A. CONTRACTOR TO RUN SECONDARY FEEDERS TO NEW POLE LOCATION AND
COORDINATE NEW SERVICE WITH COMED FIELD ENGINEER. MUST MAINTAIN EXISTING PUMP STATION IN SERVICE UNTIL NEW PUMPS ARE FULLY FUNCTIONAL.
zNTrees & Brush I
7dtvl l/\"704
/\ r~-
,4 (\i
\ o7 IcS° I/A /
hY7 «ypy~ ,i\ l ^^ ii \ 3. PROVIDE GFCI RECEPTACLE WITH WEATHER TIGHT COVER. MOUNT RECEPTACLE
ON EXTERIOR SIDE OF ELECTRICAL AND CONTROL CABINET._____ ^705 10 \ \EM \4*5 4 n1
4. PROVIDE 3/4”C-2 #10, 1 #10 EGC FROM 15A CIRCUIT IN ELECTRICAL AND CONTROL CABINET TO LIGHT POLE. PROVIDE ^PE ”A” FIXTURE AND POLE AS INDICATED ON LIGHTING FIXTURE SCHEDULE ON SHEET E-1. SEE SHEET E-3 FOR LIGHT POLE DETAIL. PROVIDE MOTION SENSOR WITH BYPASS OPTION FOR MANUAL ”ON” SWITCH MT’D TO EXTERIOR SOUTHWEST END OF ELECTRICAL AND CONTROL CABINET.
- 706=^ ;/• —-& 7&-----------/ ■\ ,
/ \/ i F’i Y707/ i
Y/ p /Y /1Y \
S ELECTRICAL AND CONTROL CABINET
708 / /\Y Z. EXISTING GAS MAIN
1 CONDUIT i- j// o. i
/ \3 CONDUITS i/\ > i/ Tr^iC C■x-(3)DRIVE ISOLATION /
TRANSFORMERS-------- y/ i/ 99 ■r- \ II\ 00 /V I/ !\ // "4 \\ ?> \t // t U v\\ ■X'/ \ i2 CONDUITS
(TYP FOR 3)4/ METER MANHOLE/. o\
/\ \\ \V/ Y. 1 \. / / / 1/ ^'708^V/ ►\1 CONDUIT
SEE NOTE 4. \y. Av l\ 4 ii. / A /\. /
709. / 9? 5 CONDUITS \7'HHV1 / \/\ // NY-\ \""\ o Ü5 CONDUITS \/\ /\ //\ /i\tX /ENGINE-GENERATOR\ / / ! zA 1I z/ l Ü WEIR MANHOLE
SANITARY SEWER MANHOLE (NO MANHOLE #)RIM 709.93 18” S 702.42 18” IN 702.43
/ li 4 h\ \y i\\4/\\ fo //i 2 CONDUITS /\\ YY :. A-i I >\ o. ;X\ *\ VALVE VAULTY/I \o A
'GROUND ROD- , (TYP FOR 2)
1 \ 00O/ \ Sr/ l\ 1 o
4 v> iu. -/-------X-------X—L VI Sr\ >/I -X-\ 7\ \\ [o \ J 5\ 4\ ’I•s \T\ O\ 4 L\ \) \ Sr\4 WET WELL1/ o\ \/
1 \\ x/ Y, Y EX ELECTRICAL
SERVICE POLE TO BE REMOVED BY OTHERS (COMED)
\ o/ o\\ )5D PRIVATE DRIvt\/ \% NEW COMED POLE & TRANSFORMERSSEE NOTE^j2
1--------" A/ o\\ \\ 18”\/ 'X .\/ o \! \/ \
\ X7\/ a/ \ O./ \ \\/ \ \/ \\ .\ \/ . . SANITARY SEWER
MANHOLE §5577 RIM 709.50 18” E 702.60
18” N 702.63
12” SW 702.61
/ 5TV\ \iK \% \
\ ./ \ \ o;./ \ \\ \\ \ \\\ \ A\ .\B B.\ \ \\ A
\ O,\ s<lr\\S S3)%\\ \\
WORK BY OTHERS (COMED)
\\ X\
Ai
\\\ SANITARY SEWER
MANHOLE #5578 RIM 709.46 12” ME 703.17 8” S 703.17
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MANHOLE #5178
RIM 705.79 15” NE 687.37
15” SW 687.37
z\ ' I\ I. X'c1I oI\ mL \A Al15”i \ i i» \\ y IIO\ \ \Y\ \\ r~\l A\ \ X\\i o|p 1\1 p O\ \
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SCALE: 1 ”= 1 O’—0”
1 2 3 54
PLAN SHEET DESIGNATIONCOVERG GENERAL
HAZARDOUS MATERIALSHC CIVILL LANDSCAPE
STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
SA
IQFPMETR
180191.40PROJECT NO:
SCALE: AS NOTED12-5-19DATE:KSDESIGNED BY:HLN/JAJDRAWN BY:JSPCHECKED BY:
CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS
LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLE
NEW LIFT STATION
ELECTRICAL SITE PLAN
ELECTRICAL DETAILS
E-2
R W^Consulting Engineers
BAXTE 00DNAN
CONSULTANTS
MILESTONE
FORBIDDING
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ENGINE-GENERATOR
ELECTRICAL ANDCONTROL CABINET
WET WELL
VALVE VAULT
METER MANHOLE
(3)DRIVE ISOLATIONTRANSFORMERS
HIGHLAND HILLS
E-2
CONTRACT 2019-02LIFT STATION IMPROVEMENTS
DISTRICTWATER RECLAMATION
FLAGG CREEK
ELECTRICAL DETAILS
ELECTRICAL SITE PLAN
NEW LIFT STATION
©
N
PLAN SHEET DESIGNATIONCOVERG GENERAL
HAZARDOUS MATERIALSHC CIVILL LANDSCAPE
STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
SAIQFPMETR
180191.40PROJECT NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
AS NOTED 12-5-19
KS
JAJ
JSP
CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLE
NEW LIFT STATION
ELECTRICAL PLAN
AND DETAILS
ELECTRICAL DETAILS
E-3
Consulting EngineersBAXTE OODNAN
CONSULTANTS
MILESTONE
FORBIDDING
54
2”C—3 #6 (240V, 30)
1 #10 E.G.
4 #14
EACH
TO PUMP CONTROL PANEL
STN STL SUPPORT& 1”C-1 LEVEL XMTR. CA.SX
NOTES:INTERMEDIATE JB SEE NOTE 6 (TYP FOR 3) ------------- —
------%”C-6 #14 (INTRUSION, FLOATS)
INTERMEDIATE JB SEE NOTE 7
%”C-6 #12 2 #12 EGC
1 #10 EGC (FIT ONLY)
(SUMP PUMP, FIT)
l—U TO ELECTRICAL AND CONTROL CABINET SUPPORT ALL PUMP CABLES AND SUBMERSIBLE LEVEL XMTR CABLES IN WET WELLS WITH STAINLESS
STEEL OPEN-WEAVE GRIPS (KELLEMS, OR EQUAL) ATTACHED TO HOOKS FASTENED TO ACCESS HATCH FRAME.
1.D D
m2”C—PUMP MFR PWR CA
W -v 2. PROVIDE STAINLESS STEEL SUPPORT CABLE ATTACHED TO HOOK FASTENED TO UNDERSIDE OF TOP SLAB FOR SUBMERSIBLE LEVEL XMTR., 1 ”C—3 FLOAT SWS CA.
1”C-1 LEVEL XMTR. CA./
%”C-4 #14 (FLOATS)£CONDUIT NIPPLE OF SIZE REQUIRED FOR
CABLE(S) RUNNING FROM WET WELL TO JB, WITH INSULATING BUSHING ON WET WELL
END AND CAULKED WITH DUCT SEALING COMPOUND ON JB END (TYP FOR 5).
<7:
. A PROVIDE TWO SINGLE (NOT DUPLEX) NON-GFCI RECEPT. © 36” A.F.F. IN SURFACE MTD. WP BOXES IN VALVE VAULT FOR SUMP PUMP & DEHUMIDIFIER. PROVIDE WP COVER OF TYPE THAT IS FULLY CLOSABLE WHEN SUMP PUMP PLUG AND PIGGY-BACK CONTROLLER ARE PLUGGED IN & DEHUMIDIFIER IS PLUGGED IN.
3.: a.
C-SUBMERSIBLE LEVEL XMTR SEE NOTE THIS SHEET \4 DEHUMIDIFIER :
(BY OWNER);%”C-2 2/C SHLD CA (FLOW, PULSE)'4LT\W 4 <7 N
4WHIislMFr!
4 4. MOUNT FLOOD ALARM FLOAT SWITCH IN SUMP SO THAT FLOAT SWITCH IS ACTIVATED ABOVE SUMP PUMP PIT ELEV.
15>\ *' dSUBMERSIBLE
PUMP NO. 1FS. ✓ t
WP-JB(TYP)
5. MOUNT FLOOD ALARM FLOAT SWITCH IN METER MANHOLE SO THAT THE FLOAT SWITCH IS ACTIVATED ABOVE DRAIN HOLE.
WP-JB4?WET WELL <7
DEHUMIDIFIER RECEPT. (DEHUMIDIFIER BY OWNER)
e-(PRECAST CONC. MANHOLE SECTIONS) f <7
EH= 1 6. PROVIDE NEMA 3R STAINLESS STEEL INTERMEDIATE JUNCTION BOX FOR NON-INTRINSICALLY SAFE CIRCUITS MOUNTED ON UNISTRUT SUPPORTS:
OVERALL DIMENSIONS AS REQUIRED.TWO (2) NIPPLES THROUGH SIDE OF WET WELL, EACH FOR 1 POWER CABLE AND 1 SENSOR CABLE PER PUMP.PLASTIC INSULATING BUSHING ON WET WELL END OF EA. NIPPLE THROUGH SIDE OF WET WELL. CAULK EACH NIPPLE W/DUCT SEALING COMPOUND WHERE CABLES ENTER JUNCTION BOX TO PREVENT MOISTURE IN JUNCTION BOX.PROVIDE SCREW-COMPRESSION TERMINALS INSIDE JUNCTION BOX FOR CONNECTION OF CABLE LEADS TO WIRES RUNNING TO ELECTRICAL ENCLOSURE.PROVIDE LOOSE FITTING PIECE (LENGTH AS REQUIRED) OF CARLON ”P&C FLEX”, UV RESISTANT
FLEXIBLE CONDUIT SLEEVE (WITHOUT END FITTINGS) TO PROTECT CABLES WHERE EXPOSED TO SUNLIGHT.
4 4FLOODING ALARM (FSY a.u
b.(e- FS.;\4 4 4A
SUMP RUMP/,, c.<j d.63K\
15 -Q-<MAGNETIC FLOW METER SEE FLOW METER GROUNDING DETAIL THIS SHEET
SUBMERSIBLE PUMP NO. 2
e.
FLOODING ALARM SEE NOTE 5
f.
am<7 ' ' %”C-2 #14 (FLOAT)■ <^ v A
4_
3/4”C-4 #12 1 #12 EGC
7. PROVIDE NEMA 3R STAINLESS STEEL INTERMEDIATE JUNCTION BOX FOR INTRINSICALLY SAFE CIRCUITS MOUNTED ON UNISTRUT SUPPORTS:
a. OVERALL DIMENSIONS AS REQUIRED.b. ONE (1) NIPPLE THROUGH SIDE OF WET WELL FOR 3 FLOAT CABLES.c. ONE (1) NIPPLE THROUGH SIDE OF WET WELL FOR 1 SUBMERSIBLE LEVEL XDCR. CABLE.
d. ONE (1) NIPPLE THROUGH SIDE OF WET WELL FOR INTRUSION ALARM LIMIT SWITCH CABLES.e. PLASTIC INSULATING BUSHING ON WET WELL END OF EA. NIPPLE THROUGH SIDE OF WET WELL.f. CAULK EACH NIPPLE W/DUCT SEALING COMPOUND WHERE CABLES ENTER JUNCTION BOX TO
PREVENT MOISTURE IN JUNCTION BOX.PROVIDE SCREW-COMPRESSION TERMINALS INSIDE JUNCTION BOX FOR CONNECTION OF CABLE LEADS TO WIRES RUNNING TO ELECTRICAL ENCLOSURE,
h. DO NOT SPLICE SUBMERSIBLE LEVEL XDCR CABLE. XDCR CABLE MUST RUN CONTINUOUSLY (UN-SPLICED) FROM XDCR. TO PANEL IN ELECTRICAL ENCLOSURE.
PROVIDE LOOSE FITTING PIECE (LENGTH AS REQUIRED) OF CARLON ”P&C FLEX”, UV RESISTANT
FLEXIBLE CONDUIT SLEEVE (WITHOUT END FITTINGS) TO PROTECT CABLES WHERE EXPOSED TO SUNLIGHT.
SUBMERSIBLE PUMP NO. 3OUTLINE OF ACCESS
HATCH ABOVE (TYP)
12” 4’ELECTRICAL PLAN 0 1 2
N 3/8”=1’—0” g-SCALE: %" = 1’-0”
i.LUMINAIRE TYPE "A"SEE LIGHTING FIXTURE SCHEDULE E-1
FLOOD ALARM FLOAT SWITCHES: MCMASTER CARR #50195K11 N/C IN RESTING (DRY) POSITION.8.
*9” B.C.
I\
\ J
BASE FOOTPRINT
4” SQUARE STRAIGHT ALUM. POLE WITH .125” THICK WALL AND DARK BRONZE FINISH t 10 EGC FROM GROUNDING BUSHING ON
ONDUIT OR GROUND LUG IN JUNCTION BOX FROM 120 VOLT PANEL-----------------------
B BRH
A■ * X oCO
#10 EGC—«
1 ’4’ A CN
FLOW METERro
GROUNDING LUG
SECTION A-A #10 EGCLINING PROTECTOR
o ORlGROUND RING CABLE CONNECTION POINT
inË 3 Ë 3TOP 10” OF ANCHOR BOLTS &
HARDWARE SHALL BE GALVANIZED
3 ADDITIONAL HOOPS TOP & BOTTOM
1" CHAMFER
3 3ro
CN1 1*
TT77 K TOP OF FOUNDATION FORMED MIN. 9” BELOW GRADE LINE Ë 3 Ë 3CM l
nto III #6 GROUND WIREn LINING PROTECTORMETAL PIPE
lCM ORV —
GROUND RING2” P.V.C. DUCT 18” MIN. RAD.
PIPE FLANGE (TYP)z
METER FLANGE
oAl lAI2” X 4” -
HANDHOLE FLOW METER GROUNDING DETAILin8 #7 REBARS
3/4” X 10’ COPPERCLAD GROUND ROD
#4 SPIRAL W\6” PITCH
NO SCALEV
ro AI00
3”T T 3” MIN.BOT/ANCHOR BOLT
NOTES:1. SEE STRUCTURAL GENERAL NOTES ON SH. M-42. ALL FOUNDATIONS ARE DESIGNED TO BE LOCATED
ON SLOPES NOT EXCEEDING 2:1 WHERE SOILS HAVE AN UNCONFINED COMPRESSIVE STRENGTH OF AT LEAST 1.0 TSF. THE CONTRACTOR SHALL VERIFY THE SOIL STRENGTH DURING DRILLING FOR CONCRETE FOUNDATIONS.
2’—0”TOP & BOTTOM
FOUNDATIONSEE FOUNDATION DETAIL
15' LIGHT POLE WITH LUMINAIRENO SCALE
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HIGHLAND HILLS
E-3
CONTRACT 2019-02LIFT STATION IMPROVEMENTS
DISTRICTWATER RECLAMATION
FLAGG CREEK
ELECTRICAL DETAILS
AND DETAILS
ELECTRICAL PLAN
NEW LIFT STATION
PLAN SHEET DESIGNATIONCOVERG GENERAL
HAZARDOUS MATERIALSHC CIVILL LANDSCAPE
STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
SAIQFPMETR
180191.40PROJECT NO:
SCALE: AS NOTED12-5-19DATE:PVTDESIGNED BY:RGEDRAWN BY:HDHCHECKED BY:
CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS
LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLE
NEW LIFT STATION
ELECTRICAL DETAILS
E-4
R&W^^^Consulting Engineers
BAXTE OODMAN
CONSULTANTS
MILESTONE
FORBIDDING
2 3 54
EXTERNAL
ELECTRICAL AND CONTROL CABINET EXTERNALr
UTILITYMETER r80KW NATURAL GAS
EMERGENCY ENGINE-GENERATOR 240 VAC3-PHASE 4-WIRE W/LINE BREAKER
3K2” C4 #500 KCMIL 1 |4 EGC
2” CUTILITY SERVICE POLE MOUNTED TRANSFORMERS
240VAC 3PH-4WIRE (OPEN DELTA)
200A4 #250 KCMIL 1 #6 EGC r- 3P-4W3/4” C
ATS 300A SERVICE ENTRANCE RATED
FUSED DISCONNECT
200A 3PH-4POLE 240 VAC
<§> 200A 240VAC 3PH-4P0LE(\
-
)-Im i--| r
LD DL J
2”C—4 #250KCMIL 2”C—4 #250KCMIL
SPD
I GROUND PER THE NEC2” C<§> V/P4 #250 KCMIL 1 #6 EGCI3/4”C-4 #10
2 #10 EGC(BATT. CHGR. BLK. HTR.) I@ cJ
GENERATOR RECEPTACLE (AR20034RS, 200A, 3W, 4P, STY.2)
PUMP CONTROL
PANEL WITH VFDS
r MANUALTRANSFER SWITCH
300A FUSE, 240VAC 3PH-4POLE
NOTES:y2"C-2 #14TO MISSION
MISSION TO CELLULAR
ANTENNA THE WET WELL IS A CLASS 1, DIVISION 1, GROUP D HAZARDOUS AREA, ALL ELECTRICAL WORK WITHIN WET WELL SHALL COMPLY WITH ARTICLE 500 OF THE LATEST N.E.C. AND LOCAL CODES.
1.<5>
2. PROVIDE GROUNDING AND BONDING IN ACCORDANCE TO ARTICLE 250 OF THE N.E.C.
4<£> 2
MISSIONCABINETENCLOSUREINTRUSION
PROVIDE 12VAC POWER SUPPLY FOR MISSION RTU. PROVIDE N/C DRY CONTACTS TO CONNECT TO MISSION RTU. ADD (1) DIGITAL EXPANSION CARD (N/O CONTACTS FOR A TOTAL OF 16 DIGITAL INPUTS.
3.RTUYl c—2 #14-------
TO MISSION©MFR. CA.
1 "C-2SEE NOTE 4 1010 EGC 2” C1
4 #250 KCMIL 1 #6 EGC
PROVIDE MISSION M800 RTU IN MANUFACTURER’S STANDARD NEMA 1 ENCLOSURE FOR INDOOR WALL MOUNTING. MOUNT THE NEMA 1 ENCLOSURE INSIDE SEPARATE NEMA 3 ENCLOSURE: 16” X 16” X 6” MIN. DIMENSIONS, IP56, 14 GAUGE 316L STAINLESS STEEL. MOUNT THE NEMA 3R ENCLOSURE INSIDE OF THE ELECTRICAL AND CONTROL CABINET.
4.1 ”C—3 6
INT. SAFE SECTION
1 #8 EGC FOR EACH SCREW PUMP
%”C—2 #10, 1 #10 EGC)*/SPD
PCPHEATEREUH-1
SEE NOTE 10 cc PROVIDE ADEQUATE SLACK IN INSTRUMENTATION CABLES FOR MOUNTING AND MAINTENANCE. SPLICING OF INSTRUMENTATION CABLES NOT PERMITTED.
5.3 PHASE 300A 3P-4W WP*
GFCIPCP240V RECEPTACLEVENTILATION PROVIDE VOLTAGE AND PHASE SENSOR ON UTILITY FEEDER TO ALARM MISSION IF UTILITY FAILS.
6.LOAD CENTER PDP-1 FAN
@
PROVIDE WIRING PER MANUFACTURER RECOMMENDATION ON SURGE PROTECTION DEVICES. SIZE BREAKER ACCORDINGLY TO MANUFACTURER’S RECOMMENDED SURGE PROTECTION NEEDED.
7.
( c2 J
8. SPLIT FLOOD ALARM SIGNALS TO PROVIDE INDIVIDUAL ALARMS TO PUMP CONTROL PANEL AND A COMMON VAULT FLOOD ALARM TO MISSION RTU PANEL.
L SPLIT FLOW SIGNAL TO PUMP CONTROL PANEL AND TO MISSION RTU PANEL.9.WP<§> ( CSEE NOTE 9 GFCI 10. SPLIT BACKUP FLOAT ALARMS TO PROVIDE INDIVIDUAL ALARMS AND A COMMON
FLOAT ALARM TO MISSION RTU PANEL.2 2
RECEPTACLESEE NOTE 8
© © 2”C—3 6INTERMEDIATE PULL BOX (TYP) SEE SH E—7 FOR DETAIL
1 #10 EGC4 #14 (SEAL FAIL, OVERTEMP)
FOR EACH PUMP %”C-2 #12, 1 #10 EGC (FIT)4 #12, 1 #12 EGC (SUMP PUMP & DEHUMIDIFIER RECEPTS)MB IJB IJB IJBC FOR FLOAT Sc TRANSDUCER
CABLE MOUNTED TO S.S. CABLE ISOLATIONXFMR-1
SUPPORT ALL CABLES IN WET WELL FROM THE HATCH COVER BY S.S. OPEN WEAVE, MESH TYPE CABLE GRIPS (KELLEMS OF EQUAL)
@ISOLATIONXFMR-2
\ \
ISOLATIONXFMR-3
120V POWER SUPPLYLT
FS WP-JB15/ / \2 CONDUITS: 2”C—3 #6
/ \ / \ (2) 2/C SHLD CA (FLOW, PULSE) \
FS) (FSHYDROSTATIC LEVEL TRANSMITTER W/AUTO SWITCH
B BVAULTFLOODING WP-JB1 #10 EGC
FOR EACH CONDUIT/XFMR ^2^©02/ \ / \/
\ i i \\eri * X15 FLOW METERHIGH WATER LEVEL ALARM FLOAT i ei i
20A GROUNDED OUTLETS SEE NOTE 3 SH. E-3LEAD FLOAT 3 /\\ / \ /
/\/ /\ \LOW WATER LEVEL ALARM FLOAT FSSUMP PUMP15
\ / \ // /\ \
MANHOLEFLOODINGVALVE VAULT
\SUBMERSIBLE PUMP (TYP FOR 3)
ALL SUBMERSIBLE PUMPS TO BE A MAXIMUM OF 15 HP W/42A FLA. @240VCONNECTED TO VFD IN PCP WET WELL METER MANHOLEVALVE VAULT
CONTROLSCONDUIT AND CABLE SCHEDULE
NO. WIRES FROM TO COMMENTSDIA MATERIALA A3/4" (1) 2/C SHLD CA. 1" SCH-80 PVC CONDUIT FOR UNDERGROUND INSTALLATIONCl RGSC HYDROSTATIC LEVEL SENSOR PUMP CONTROL PANEL
3/4" RGSC/PVCC2A 2 #14, 1 #14 EGC FLOAT SWTCH METER MAN HOLE JUNCTION BOX FLOOD ALARM
3/4" RGSC/PVCC2B 4 #14, 1 #14 EGC FLOAT SWITCHES MISSION RTU PANEL COMMON VAULT FLOOD ALARM
3/4" RGSC/PVC 1" SCH-80 PVC CONDUIT FOR UNDERGROUND INSTALLATION6#14 & 1#14 EGCC2C FLOAT SWITCHES PUMP CONTROL PANEL
3/4"C3 RGSC RS485 CABLE, 2 #14, 1 #14 EGC AUTOMATIC TRANSFER SWITCH GENERATOR CONTROLLER START
3/4" PUMP CONTROL PANEL/MISSION RTU PANEL4#14 & 1#14 EGCC4 RGSC GENERATOR CONTROLLER RUN, FAIL FEEDBACK
3/4" ATS STATUS/POWER STATUSC5 RGSC RS485 CABLE AUTOMATIC TRANSFER SWITCH PUMP CONTROL PANEL
3/4" (1) 2/C SHLD CA.C6 RGSC SCREW PUMP CONTROL PANEL MISSION RTU PANEL WET WELL LEVEL
(16) 2/C SHLD CA. 12VAC CONTACTS (12 DISCRETE SIGNALS, (4) 2/C SPARE)2"C7 RGSC SCREW PUMP CONTROL PANEL MISSION RTU PANEL
3/4" (1) 2/C SHLD CA. MISSION RTU PANEL/PUMP CONTROL PANELC9 RGSC FLOW METER FLOW RATE
2 3 54
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©
HIGHLAND HILLS
E-4
CONTRACT 2019-02LIFT STATION IMPROVEMENTS
DISTRICTWATER RECLAMATION
FLAGG CREEK
ELECTRICAL DETAILS
NEW LIFT STATION
EXISTING LIFT STATION ONE-LINE DIAGRAM SCALE: AS NOTED12-5-19DATE:
PVTDESIGNED BY:
RGEDRAWN BY:
HDHCHECKED BY:
CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLEA A
EXISTING LIFT STATION
ONE-LINE DIAGRAM
TO BE DEMOLISHED
ELECTRICAL DETAILS
E-51 2 3 54
HOA NEMACOMB.
STARTERS2
STARTER
2 3
COMED240V, 3-PHASE
OPEN-DELTA
CELLULARANTENNACOMED
METER NO. 230-065-165
r240V, 3PH, 4W, XX KA, PUMP CONTROL PANEL
r
200A
240V, 3PH, 4W, 30 COT DISTRIBUTION PANELBOARD
o j°^
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(SEE PANELBOARD DETAIL)
POWERTRONTRANSFER
SWITCH
HYDRORANGER
MILLTRONICOCM
III
54
HIGH ”B” PHASE D
? ABC O O O♦
50A 50A1 O ! o—2O ! Ch 1i i
i i
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—o o o o—^
20A 20A7 8O CH> o oSTARTER 1 CONTROL STARTER CONTROL
BLANK -—O O O O-^----- BLANK
11 O ----- BLANKo oBLANK
30A 20A^-O ! O O O 14 GENERATOR BATTERY CHARGER
i20AINSIDE STATION HEATER
o o-11^-o a GENERATOR BLOCK HEATER
Izo a O O-^rBLANK BLANK
20A1£o Of o ENCLOSURE HEATERS
20A 20AEXHAUST FAN I21 Q Q O O 22| ♦MISSING LABEL
20A 20A^-O O O o^iINSIDE LIGHTS ♦MISSING LABEL
20A 20A cTUNNEL LIGHTS |25 Q Q-n- O O 26| SPARE (8/2015)
20A 20A
Fo a O O 28| MILLTRONICS OCM III & HYDRO RANGER♦MISSING LABEL
15A 15AALARM & CONTROLS I29 Q O
FOR FLOAT BOXO O 50| SPARE (8/2015)
L JEXISTING DISTRIBUTION PANELBOARD
225A BUS ML0 120/240V, 30, 4-WIRE
(LOCATED IN PCP)
NOTE:1. FULLY MAINTAIN OPERATION OF EXISTING LIFT STATION UNTIL NEW SUBMERSIBLE PUMPING STATION IS FULLY
OPERATIONAL. SEE SHEET E-2 FOR DETAIL.
B
MISSIONRTU
200AN0N-FUSED
MTS
PLAN SHEET DESIGNATIONCOVERG GENERAL
HAZARDOUS MATERIALSHC CIVILL LANDSCAPE
STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
SA
IQFPMETR
180191.40PROJECT NO:
iAvConsulting Engineers
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HIGHLAND HILLS
E-5
CONTRACT 2019-02LIFT STATION IMPROVEMENTS
DISTRICTWATER RECLAMATION
FLAGG CREEK
ELECTRICAL DETAILS
TO BE DEMOLISHED
ONE-LINE DIAGRAM
EXISTING LIFT STATION
NEW LIFT STATION ONE-LINE DIAGRAM
2
ISOLATIONXFMR-1
ISOLATIONXFMR-2
ISOLATIONXFMR-3
2
COMED240V, 3-PHASE, 4-WIRE
OPEN-DELTAN/
NEWCOMEDMETER
r240V, 3PH, 4W
PUMP CONTROL PANEL200A FUSED SERVICE ENTRANCE
DISCONNECT SWITCH
1
240V, 3PH, 4W, 30 COT DISTRIBUTION PANELBOARDSPD
(SEE PANELBOARD DETAIL)N
300A 300AFUSEDATS LN
4-POLE MTSLE4-POLE
APPLETON POWERTITE RECEPTACLE
CAT NO. AR20034RS 200A, 3W, 4P, STY-2
(REQUIRED)
PUMPCONTROL
PANEL
INTERIORLIGHTS
15HP 15HP 15HPVFD VFD VFD
1
D
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60
NATURAL GAS EMERGENCY
ENGINE-GENERATOR
c
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1
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3 54
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AND CONTROL CABINET)HIGH ”B” PHASE D
? ABC O O O1
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11 o o-11o o20A 20A
o O o-^----- ENCLOSURE HEATERSLEVELINDICATOR
ENCLOSURE FAN*T0 LEVEL TRANSMITTER (WET WELL)
O O 1615 o aBLANK (208V) BLANK (208V)
15A 20AFLOWMETER 1Lo a o o-^*T0 MAG METER
(METER MANHOLE)INTERIOR LIGHTS GENERATOR BATTERY CHARGER
15A 20A
1£o Of oEXTERIOR LIGHTS GENERATOR BLOCK HEATER
ENCLBLANK (208V) |21 O O O O 22| BLANK (208V)FAN
20A 20A
a oINTERIOR WP GFCI RECEPTACLE FLOW METERENCL
HEATER20A 20A cEXTERIOR WP GFCI RECEPTACLE I25 Q Q-n- O O 26| PUMP CONTROL PANEL
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20A 20AOf O O 52 VALVE VAULT SUMP PUMP RECEPTACLEVALVE VAULT DEHUMIDIFIER RECEPTACLE
33 o o O O 34| BLANK (208V)BLANK (208V)
35 o o o o36BLANK BLANK
37 o o o o 38BLANK BLANK
39 o o O O 40 BLANK (208V)BLANK (208V)
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RECEP L J
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B
NOTE:1. COORDINATE WITH EQUIPMENT VENDORS TO HAVE ELECTRICAL AND CONTROL CABINET ENCLOSURE SIZED
PROPERLY FOR EQUIPMENT PROVIDED.
2. SEE SHEET E-4 FOR WIRING AND CONDUITS DETAILS.
A
3 54
PLAN SHEET DESIGNATIONCOVERG GENERAL
HAZARDOUS MATERIALSHC CIVILL LANDSCAPE
STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
SA
IQFPMETR
180191.40PROJECT NO:
SCALE: AS NOTED12-5-19DATE:
PVTDESIGNED BY:
RGEDRAWN BY:
HDHCHECKED BY:
CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS
LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLE
NEW LIFT STATION
ONE-LINE DIAGRAM
ELECTRICAL DETAILS
E-6
lAlConsulting Engineers
BAXTE 00DNAN
CONSULTANTS
MILESTONE
FORBIDDING
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1121
©
HIGHLAND HILLS
E-6
CONTRACT 2019-02LIFT STATION IMPROVEMENTS
DISTRICTWATER RECLAMATION
FLAGG CREEK
ELECTRICAL DETAILS
ONE-LINE DIAGRAM
NEW LIFT STATION
1 2 3 54
PROVIDE CLEAR PLASTIC LAMINATED COPY OF THESE INSTRUCTIONS PERMANENTLY AFFIXED TO INNER SURFACE OF EACH INTERMEDIATE JB COVER
TERMINAL STRIPS FOR CABLES #10 & SMALLERCABLE LUG FOR CABLES LARGER THAN #10
NEMA 3R STAINLESS STEEL
D Dft ft
RECOMMENDED ELECTRICAL PROCEDURE FOR OPERATOR’SISTN. STL SUPPORT CHANNELS EMBEDED 18” INTO CONC. REMOVAL OF PUMP AND CABLE FROM WET WELLI
LOCK-OUT/TAG-OUT PUMP POWER SOURCE.a. USE VOLTMETER ON TERM. BLOCKS INSIDE JUNCT.
BOX TO ENSURE THAT POWER IS DEENERGIZED.
1.
o oGRC CONDUIT TO CONTROL CABINET
PUMP CABLES, FLOAT CABLES
DISCONNECT DEENERGIZED PUMP CABLE LEADS FROM GROUND LUG AND/OR TERM. BLOCKS INSIDE JUNCT. BOX.
2.x<
z3. REMOVE EXPANDED ALUM. CABLE PROTECTION COVER AND
REMOVE DUCT SEAL COMPOUND WHERE PUMP CABLE ENTERS STUBBED-UP END OF CONDUIT RUNNING TO WET WELL.
coSTAINLESS STEEL SCREEN (REMOVABLE CABLE PROTECTION COVER)
o I36” MIN. DISTANCE FROM NEAREST CONDUIT OPENING TO ELECTRICAL ENCLOSURE
coco ro
CAULK W/DUCT SEALING COMPOUND4. PULL PUMP FROM WET WELL.
1” CHAMFER ON ALL EXPOSED CORNERS
5. RELEASE PUMP CABLE FROM CORD GRIP CONNECTOR ON BOTTOM OF JUNCTION BOX.
o FIN. GRADE ELEV. GRC CONDUIT
coftp im ATTACH A PULL LINE OR PULL WIRE TO LEADS OF PUMP CABLE TO AID IN REINSTALLATION, AND REMOVE PUMP CABLE BY UNHOOKING THE CABLE SUPPORT IN THE WET WELL AND THEN PULLING THE CABLE THROUGH THE CONDUIT TOWARD THE WET WELL.
6.<s«'/ '/vPVC TO GRC COUPLINGo zcn o
K\|ro 2 Ld2 ro■••J.V 0\{ <
■s tJ - ' .I >^ 4
7. DETACH PULL LINE OR PULL WIRE FROM PUMP CABLE LEADS AND LEAVE IN PLACE FOR USE WHEN REINSTALLING PUMP CABLE.
COMPACTED STRUCTURAL—^ BACKFILL MATERIAL 12” MIN. DEPTH i
PVC SCH. 80 CONDUIT
8. INSTALL A TAPERED PLUG OR OTHER SUITABLE DEVICE ON STUBBED-UP END OF CABLE DUCT WHEN PUMP CABLE AND DUCT SEAL COMPOUND ARE NOT IN PLACE TO TEMPORARILY PREVENT HAZARDOUS VAPORS PRESENT IN THE WET WELL FROM ESCAPING IN THE VICINITY OF THE INTERMEDIATE JUNCTION BOX ASSEMBLY.
c c
INTERMEDIATE JUNCTION BOX INTERMEDIATE JUNCTION BOXFRONT VIEW SIDE VIEW
NO SCALE NO SCALE
14-9”*12-8”*
*
-X- C£>IO
I mm
B B
PLAN PLAN
#5 @ 6” EW-i TOP & BOT
#5 @ 6” EW-i TOP 8c BOT1” CHAMFER ON
ALL EXPOSED CORNERS^—#5 @ 6” VERT O.F.
W/8” LEG EA END } (TYP)
1” CHAMFER ONALL EXPOSED CORNERS^—#5 @ 6” VERT O.F.
W/8” LEG EA END } (TYP)
T3o T3ot tO O
I ICO CO4 . ■ 4 . .i iCS| CM
t - t -#5 HORIZ O.F. W/8” LEG EA END (TYP)
#5 HORIZ O.F. W/8” LEG EA END (TYP)\ \
V V
12” MINIMUM COMPACTED STRUCTURAL BACKFILL
12” MINIMUM COMPACTED STRUCTURAL BACKFILL
SECTION SECTION
(EQUIPMENT WEIGHT = 3,100 LBS) EQUIPMENT WEIGHTS:1. ISOLATION TRANSFORMERS 3 O 450LBS EA2. ELECTRICAL AND CONTROL CABINET = 8.000LBSENGINE GENERATOR CONCRETE PAD
NO SCALE ELECTRICAL & CONTROL CABINET ANDDRIVE ISOLATION TRANSFORMERS CONCRETE PAD
NO SCALE
A A
1 2 3 54
PLAN SHEET DESIGNATIONCOVERG GENERAL
HAZARDOUS MATERIALSHC CIVILL LANDSCAPE
STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE
SA
IQFPMETR
180191.40PROJECT NO:
SCALE: AS NOTED12-5-19DATE:PVTDESIGNED BY:RGEDRAWN BY:HDHCHECKED BY:
CLIENT
FLAGG CREEK WATER RECLAMATION
DISTRICT
HIGHLAND HILLS
LIFT STATION IMPROVEMENTS
CONTRACT 2019-02
SHEET TITLE
NEW LIFT STATION
INTERMEDIATE JUNCTION BOX
DETAIL
ELECTRICAL DETAILS
E-7
lAlConsulting Engineers
BAXTE OODNAN
CONSULTANTS
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©
HIGHLAND HILLS
E-7
CONTRACT 2019-02LIFT STATION IMPROVEMENTS
DISTRICTWATER RECLAMATION
FLAGG CREEK
ELECTRICAL DETAILS
DETAIL
INTERMEDIATE JUNCTION BOX
NEW LIFT STATION