HomeMy WebLinkAboutBriarwood Lakes Watermain Improvements_Not for Bid_Final PlansJO DAVIESS
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A
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UNION
WOODFORD
LOCATION OF SECTION INDICATED THUS: -
J.U.L.I.E.
JOINT UTILITY LOCATION INFORMATION FOR EXCAVATION
STEPHENSON
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
OR 811
1-800-892-0123
DESIGN DESIGNATION PLANS FOR PROPOSED
F.A.
APPROVED
0
0
0
0
0
50'
50'
50'
50'
10'20'30'
100'
100'
100'
100'
100'200'300'
1''= 20'
1''= 30'
1''= 40'
1''= 50'
1''= 10'
1''= 100'
FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD
ON REDUCED PLANS, THE ABOVE SCALES MAY BE USED.
ENGINEERING SCALES. REDUCED SIZED PLANS WILL NOT
CONFORM TO STANDARD SCALES. IN MAKING MEASUREMENTS
VILLAGE OF OAK BROOK
VILLAGE OF OAK BROOK
DATE
1
SPEED LIMIT
NOT TO SCALE
LOCATION MAP
51
MY LICENSE EXPIRES ON 11-30-2025
ILLINOIS REGISTERED PROFESSIONAL ENGINEER NO. 062-064664
JEREMIE LUKOWICZ
12/28/2023
CONTRACT NO.
DUPAGE
BRIARWOOD LAKES SUBDIVISION - GATED COMMUNITY
DEPARTMENT OF PUBLIC WORKS
VILLAGE OF OAK BROOK
PROJECT LOCATION
BRIARWOOD LAKES
BRIARWOOD LAKES SUBDIVISION = 25 MPH
DUPAGE COUNTY
VILLAGE OF OAK BR0OK
IMPROVEMENTS
BRIARWOOD LAKES WATER MAIN
INDEX OF SHEETS
HIGHWAY STANDARDS
NET LENGTH OF PROJECT = 12,048 FT. = 2.28 MILE
GROSS LENGTH OF BRIARWOOD LAKES SUBDIVISION = 12,048 FT. = 2.28 MILE
333 PIERCE ROAD SUITE 200 ITASCA, IL 60143
P:(630) 438 6400 F:(630) 438 6444 www.bollingerlach.com
BLA, Inc. ENGINEERS
CONSULTING SALT CREEKKINGERY HWYMIDWEST RDINTERSTATE 88
83
83
83
88
88
88
31ST STREET
W 22ND STREET
JORIE BLVD35TH STREET
E BUTTERFIELD RD
31ST STREET
TRAFFIC CONTROL DEVICES701901-08
URBAN LANE CLOSURE, 2L, 2W, UNDIVIDED701501-06
LANE CLOSURE, 2L, 2W, SHORT TIME OPERATIONS701301-04
OFF-ROAD OPERATIONS, 2L, 2W, 15' TO 24" FROM PAVEMENT EDGE701006-05
CURB AND GUTTER
CONCRETE CURB TYPE B AND COMBINATION CONCRETE606001-08
FRAME AND LIDS, TYPE 1604001-05
PRECAST REINFORCED CONCRETE FLAT SLAB TOP602601-06
VALVE VAULT, TYPE A, 5' (1.52 M) DIAMETER602506-03
CLASS C AND D PATCHES442201-03
TEMPORARY EROSION CONTROL SYSTEMS280001-07
DECIMAL OF AN INCH AND OF A FOOT001006
STANDARD SYMBOLS, ABBREVIATIONS AND PATTERNS000001-08
VILLAGE OF OAK BROOK CONSTRUCTION DETAILS45-51
EROSION AND SEDIMENT CONTROL DETAILS44
REMOVAL AND REPLACEMENT / LANDSCAPING / EROSION CONTROL33-43
LAYOUT PLAN32
WATER MAIN PLAN7-31
LAYOUT PLAN6
ALIGNMENT, TIES & BENCHMARKS5
SUMMARY OF QUANTITIES4
INDEX OF SHEETS, HIGHWAY STANDARDS, GENERAL NOTES & COMITMENTS2-3
COVER SHEET1 NOT FOR BID
GENERAL NOTES
1 2
GENERAL NOTES
2
-
-
-
-
-
-
-
-
F.A.P
SHEET OF SHEETS STA. TO STA. FILE NAME = F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_General Notes.dgn
CONTRACT NO.
VILLAGE OF OAK BROOK
12/28/2023
USER NAME =ycontreras
PLOT SCALE =100.0000 ' / in.
PLOT DATE =1/25/2024
DESIGNED
DRAWN
CHECKED
DATE
REVISED
REVISED
REVISED
REVISED
RTE.SECTION COUNTY
ILLINOIS
TOTAL SHEET
SHEETS NO.
SCALE:
YC
YC
JL
51
BRIARWOOD LAKES WATER MAIN IMPROVEMENTS
DUPAGE
STAKING
MISCELLANEOUS
UTILITIES
SEWERS AND WATER MAINS
NOTED. OTHERWISE UNLESSTRANSPORTATION
OF DEPARTMENT ILLINOIS THE OF STANDARD LATEST THE AS INTERPRETED BESHALL
PROVISIONS SPECIAL OR PLANS THE THROUGHOUT STANDARDS TO REFERENCEANY2.
SPECIFICATIONS. STANDARDTHE
OF 107.14 ARTICLE WITH ACCORDANCE IN CONTRACTOR THE BY FURNISHED BE TOARE
CONSTRUCTION FOR NEEDED SIGNS ADVISORY OTHER AND CONTROL TRAFFICALL3.
BROOK. OAK OF VILLAGETHE AS INTERPRETEDBE
SHALL OWNERS TO AND VILLAGE TO REFERENCES ALL ANDENGINEER, RESIDENTTHE
AS INTERPRETED BE SHALL ENGINEER TO REFERENCES ALL NOTES, GENERAL THEIN5.
TREE REMOVAL, CLEARING AND HEDGE REMOVAL
SPECIFICATIONS. STANDARD THEOF
201.05 ARTICLE OF PROVISIONS THE WITH ACCORDANCE IN PROTECTED BE SHALLAND
PLANS, THE ON NOTED OTHERWISE UNLESS SAVED BE TO DESIGNATED ARE TREESALL1.
. ITEMS PAY RESTORATION THE OF COST THE ININCLUDED BESHALL
DIAMETER IN" 6 UNDER TREES AND HEDGES BUSHES, OF REMOVAL AND CLEARINGALL2.
. LOCATIONS THEIR REFERENCEDOTHERWISE
OR WITNESSED HAS SURVEYOR AUTHORIZED AN OR AGENT, HIS OWNER,THE
UNTIL MARKERS REFERENCE AND CORNERS, PROPERTY MONUMENTS,SUBSECTION
OR SECTION ALL PRESERVE CAREFULLY AND PROTECT SHALL CONTRACTORTHE1.
NOTED. OTHERWISE UNLESS PAVEMENT, OF EDGE TO ARE RADIIALL2.
STRUCTURE. THE OF CENTER THE TO STRUCTURES OTHER ALL FOR B)PAVEMENT;
OF EDGE TO LINE CURB THE IN FALLING STRUCTURES FOR A) POINTS:FOLLOWING
THE TO ARE PLANS DETAILED THE ON GIVEN LOCATIONS OFFSETSTRUCTURE3.
DATUM. 88 NAVD ON ARE ELEVATIONSALL4.
PLANS. THE ON SHOWN AS BASELINE OR CENTERLINE THE FROM ARE ETC.PAVEMENT,
OF EDGE STRUCTURES, FOR PLANS DETAILED THE ON GIVEN LOCATIONS OFFSETALL5.
BACKFILLSPECIFICATIONS, STANDARDS, AND SPECIAL PROVISIONS
DOCUMENTS.
DETAILS IN THE PLANS; AND THE SPECIAL PROVISIONS INCULDED IN THE CONTRACT
FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, SEVENTH EDITION; THE
CONTROL DEVICES FOR STREETS AND HIGHWAYS; THE STANDARD SPECIFICATIONS
JANUARY 1, 2024; THE LATEST EDITION OF THE ILLINOIS MANUAL ON UNIFORM TRAFFIC
SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS, ADOPTED
(HEREINAFTER REFERENCE TO AS THE STANDARD SPECIFICATIONS); THE
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, ADAPTED JANUARY 1, 2022
1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
NECESSARY. IS PROTECTION ORADJUSTMENT,
RELOCATION, UTILITY IF SPECIFICATIONS STANDARD THE IN FORPROVIDED
AS OWNERS UTILITY ALL WITH COOPERATE SHALL CONTRACTOR THEEQUIPMENT.
UTILITY ALL OF LOCATION THE DETERMINE TO CONSTRUCTION TO PRIORUTILITIES,
ALL OF OWNERS THE CONTACTING FOR RESPONSIBLE BE SHALL CONTRACTORTHE1.
LAYOUT. CONSTRUCTION FOR COST UNITCONTRACT
THE IN INCLUDED CONSIDERED WILL WORK THIS CONTRACTOR. THE BYFIELD
THE IN DETERMINED BE TO IS LOCATION EXACT THEIR AND APPROXIMATE, ISPLANS
THE ON SHOWN AS UTILITIES PRIVATE OR PUBLIC OTHER ANY AND SEWERS,SANITARY
MAINS, WATER SEWERS, STORM STRUCTURES, DRAINAGE EXISTING OF LOCATIONTHE2.
EXPENSE. CONTRACTOR'S THEAT
BE SHALL WORK THIS OWNER. THE OF SATISFACTION THE TO REPLACED ORREPAIRED
BE SHALL CONSTRUCTION DURING DAMAGED IS THAT UTILITY ANY PLANS.THE
ON SHOWN BE NOT MAY THEY THOUGH EVEN UTILITIES SURFACE ANDUNDERGROUND
ALL OF PROTECTION THE FOR RESPONSIBLE BE SHALL CONTRACTORTHE3.
RESPONSIBILITY. CONTRACTORS THE UNDERSTILL
UTILITIES ANY MARK TO CONTRACTOR THE NOTIFY WILL AGENT ITS OR VILLAGETHE
LIMITS, PROJECT THE WITHIN CALL "JULIE" A OF EVENT THE IN REQUESTED.WHENEVER
VILLAGE THE TO AVAILABLE INFORMATION UTILITY UNDERGROUND AS-BUILT THEMAKE
SHALL CONTRACTOR THE CONTRACT, THE OF DURATION THE FOR VILLAGE. THEFROM
PAYMENT FINAL UNTIL EFFECT IN IS THIS CONTRACTOR. THE FOR SERVICES ORMAINS
NEW LOCATING FOR RESPONSIBLE BE NOT WILL VILLAGE THE MAINS. ANDSERVICES
INSTALLED NEWLY THE OF ELEVATIONS) (INCLUDING LOCATION THE OFKNOWIEDGE
AS-BUILT MAINTAINING FOR RESPONSIBLE IS CONTRACTOR THESERVICES.
THESE OF LOCATIONS THE OF KNOWLEDGE MAINTAINING FOR RESPONSIBLEBE
AND DOCUMENT SHALL CONTRACTOR THE ON THEN FROM ONLY. TIME ONELOCATED
BE WILL SERVICES THESE LIMITS. PROJECTS THE WITHIN RESIDENCESINDIVIDUAL
THE TO SERVICES WATER AND SANITARY EXISTING LOCATE WILL VILLAGETHE4.
THICK. INCHES 4 OF MINIMUM A BE SHALLBEDDING
PIPE DENSITY. PROCTOR STANDARD OF 95% TO EQUIPMENT MECHANICALWITH
COMPACTED AND MEASURE) (LOOSE INCHES 12 EXCEEDING NOT LAYERSUNIFORM
IN PLACED BE SHALL AND CA-6, BE SHALL MATERIAL BACKFILL TRENCH OFGRADATION5.
PROVIDED. LID CLOSED AND FRAME OR GRATE AND FRAMETHE
OF COST THE IN INCLUDED CONSIDERED BE SHALL WORK THIS SIMILAR. ORRIVERS"
TO"DRAINS OR WASTE!" NO "DUMP SAY SHALL BOXES CURB ALL "WATER".WORD
THE BEAR SHALL STRUCTURES SYSTEM WATER ON USED BE TO LIDS ALL"SANITARY".
WORD THE BEAR SHALL STRUCTURES SEWER SANITARY ON USED BE TOLIDS
ALL "STORM", WORD THE BEAR SHALL STRUCTURES SEWER STORM ON USED BETO
LIDS ALL WORDS: FOLLOWING THE OF ONE AND BROOK" OAK OF"VILLAGE LID THEINTO
CAST HAVE SHALL VAULT METER OR VAULT, VALVE INLET, BASIN, CATCHMANHOLES,
ANY OF RECONSTRUCTION OR ADJUSTMENT CONSTRUCTION, FORCONTRACT
THIS OF PART AS FURNISHED BE TO LIDS CLOSED SEALING SELF WITHFRAMES6.
OWNER. THE TO COST NO AT ENGINEERTHE
OF SATISFACTION THE TO CONTRACTOR THE BY REPLACED BE SHALLCONSTRUCTION
DURING CONSTRUCTOR THE BY DAMAGED SEWER PROPOSED OR EXISTINGANY7.
ADJUSTMENT. OR RELOCATION UTILITY BY CAUSED DELAYS FOR AND/ORADJUSTMENT
OR RELOCATION UTILITY ACCOMODATE TO NECESSARY STAGINGCONSTRUCTION
FOR COMPENSATION ADDITIONAL NO RECEIVE SHALL CONTRACTORTHE8.
INSTALLATIONS. UTILITY ASSOCIATED THE OF COST THE ININCLUDED
BE WILL ABOVE THE WITH COMPLIANCE OPERATIONS. UTILITY DURINGWALLS
TRENCH SHORING AS WELL AS EXCAVATIONS TRENCH DEWATERING FORNECESSARY
MATERIAL AND EQUIPMENT LABOR, ALL FURNISH SHALL CONTRACTORTHE9.
PERMITTED. BE NOT SHALL GRATE THE UNDERFABRIC
OF USE THE PROJECT. THE OF DURATION THE FOR STRUCTURES DRAINAGEEXISTING
ALL ON MAINTAINED AND USED BE SHALL PROTECTION PIPE AND FILTERSINLET1.
CONTRACT. THE IN INCLUDEDCONSIDERED
BE WILL WORK THIS DEBRIS. AND DIRT OF FREE BE SHALL STRUCTURESDRAINAGE
ALL IMPROVEMENT, THE OF ACCEPTANCE TO PRIOR DAY. WORKING EACHOF
CLOSE THE AT REMOVED BE SHALL WATER OF FLOW NATURAL THE OBSTRUCTSWHICH
STRUCTURES, DRAINAGE OF LINE FLOW THE IN DEPOSITED MATERIAL LOOSEANY2.
HOA.
AND VILLAGE THE FROM PERMISSION WRITTEN WITHOUT PROPERTY HOA ORVILLAGE
ON OFFICE FIELD OR YARD A UP SET TO ALLOWED BE NOT SHALL CONTRACTORTHE1.
POSSIBLE. AS MUCH AS PROPERTY ABUTTING TO PEDESTRIAN FORACCESS
ROADWAY AND ACCESS DRIVEWAY EXISTING MAINTAIN SHALL CONTRACTORTHE2.
CONTRACT. THIS ON BIDDINGBEFORE
CONDITIONS FIELD EXISTING ASCERTAIN TO RESPONSIBILITY CONTRACTOR'S THE ISIT3.
DISCREPANCIES. ANY OF IMMEDIATELYENGINEER
NOTIFY CONSTRUCTION. WITH PROCEEDING BEFORE ELEVATIONS ANDDIMENSIONS
ALL CHECK FIELD REMAIN, TO FEATURES EXISTING MEETS WORK NEWWHERE4.
IMPROVEMENT. THE TO ADJACENT OR WITHIN MATERIAL ANY BURNINGFROM
PROHIBITED IS CONTRACTOR THE POLLUTION. NOISE AND WATER, AIR,REGARDING
REGULATIONS STATE ALL WITH COMPLY TO REQUIRED BE WILL CONTRACTORTHE5.
PURPOSES. PAYMENT FOR WIDTHS PAYMAXIMUM
THE ARE PLANS THE ON SHOWN LIMITS SEED SEEDED. TEMPORARY BESHALL
SURFACED OTHERWISE NOT ARE THAT PROJECT THE WITHIN AREAS DISTURBEDALL6.
EACH. SANDBAGS TWO WITH DOWN WEIGHTED BE SHALL BARRICADES II AND I TYPEALL7.
EXPENSE. OWNTHEIR
AT DAMAGED LANDSCAPING THE RESTORE MUST CONTRACTOR THECONSTRUCTION.
OF LIMITS THE OUTSIDE GROUNDCOVER, AND SHURBS TREES, INCLUDINGMATERIAL
PLANT EXISTING ANY DAMAGE TO NOT RESPONSIBLE BE SHALL CONTRACTORTHE8.
REMOVED. BEING ITEM THE OFCOST
THE IN INCLUDED CONSIDERED BE SHALL WORK THIS ENGINEER. THE BYDIRECTED
AS OR PLANS THE ON SHOWN AS DEPTH A TO SAW CONCRETE APPROVED AN OFMEANS
BY REMOVED BE TO MATERIAL EXISTING THE SEPARATE TO PLANS THE ONINDICATED
AS SIDEWALK AND GUTTER, & CURB PAVEMENT, CUT SAW SHALL CONTRACTORTHE9.
ENGINEER. THE OFSATISFACTION
THE TO BACKFILLED AND CURED PROPERLY BEEN HAS GUTTER ANDCURB
THE UNTIL GUTTER AND CURB TO ADJACENT PLACED BE NOT SHALL COURSEBASE10.
CONTRACT.THE
TO COST ADDITIONAL NO AT ENGINEER THE OF SATISFACTION THE TOCONTRACTOR
THE BY KIND IN REPLACED BE SHALL REPAIR BEYOND OPERATIONSCONSTRUCTION
DURING DAMAGED ARE WHICH SIGNS ANY ADDITION, IN CONTRACT. THE TOCOST
ADDITIONAL NO AT CONTRACTOR THE BY RELOCATED SUBSEQUENTLY ANDSTORED
REMOVED, BE SHALL ENGINEER THE BY DESIGNATED SO ARE WHICH SIGNSTHOSE11.
ENGINEER. THEBY
DIRECTED AS OR DETAIL, BACKFILL BROOKOAK OF VILLAGE THE WITHACCORDANCE
IN BACKFILLED BE SHALL SEWER SANITARY AND MAIN, WATER SEWER,STORM1.
ENGINEER. THE BY DIRECTED AS OR DETAIL, BACKFILL BROOKOAK OFVILLAGE
THE WITH ACCORDANCE IN FOR PAID BE SHALL AND COMPUTED BEEN HAVEMAIN
WATER AND SEWER SANITARY AND STORM FOR QUANTITIES BACKFILL TRENCHALL2.
SPECIFICATIONS AND THE PLANS.
CALLED FOR IN THE APPLICATION OF TRAFFIC CONTROL DEVICES, THE STANDARD
4. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION FOR TRAFFIC AS
CONTRACT. THE IN INCLUDED CONSIDERED WILL WORK THIS FACILITIES.DRAINAGE
EXISTING BY RELEASED AND ACCEPTED NORMALLY RATES FLOW WATER STORMTHE
DISCHARGE AND RECEIVE TO CAPACITY THE HAVE WHICH FACILITIES PROVIDESHALL
CONTRACTOR THE BASINS. CATCH AND SEWERS, DRAINS, ALL FORCONNECTIONS
AND OUTLETS TEMPORARY CONDITION OPERATING AN IN MAINTAIN ANDPROVIDE
SHALL CONTRACTOR THE DISTURBED, ARE FACILITIES DRAINAGE EXISTINGWHEN3.
SYSTEM.
PROPOSED THE OF PRICES UNIT VARIOUS THE IN INCLUDED BE SHALL SYSTEMSMAIN
WATER EXISTING AND PROPOSED THE BETWEEN INTERCONNECTIONS OF COSTTHE4.
ITEM. REMOVAL CORRESPONDINGTHE
OF COST UNIT CONTRACT THE IN INCLUDED CONSIDERED SHALL THISCONTRACTOR.
THE BY R.O.W. THE OUTSIDE OF DISPOSED AND REMOVED SHALLSTRUCTURES
EXISTING FROM REMOVED BE TO SCHEDULED BOXES AND LIDS, GRATES, FRAMES,ALL5.
LOCATED. ARE THEY WHICH IN AREA THE OF SLOPE CROSS ANDELEVATION
FINAL THE TO ADJUSTED BE WILL STRUCTURES ALL ON FRAMESSTRUCTURE.
THE OF HEIGHT OVERALL APPROXIMATE THE DETERMINING INCONTRACTOR
THE ASSIST TO ONLY ARE PLANS THE ON GIVEN ELEVATIONSFRAME/BBOX6.
REMOVED. BEING ITEMS SEWER SANITARY OR STORM THE OF COSTTHE
IN INCLUDED BE SHALL WORK THIS ENGINEER. THE OF SATISFACTION THE TOMORTAR
AND BRICK WITH PLUGGED BE SHALL INVERTS STRUCTURE AND PIPE ABANDONEDAll7.
TOPS.SLAB
FLAT OF USE THE FOR ALLOWED BE SHALL COMPENSATION ADDITIONAL NOMANHOLES.
ON REQUIRED ARE TOPS SLAB FLAT WHEN DETERMINE SHALL CONTRACTORTHE8.
ALLOWED. BE NOT WILLMATERIAL
MASTIC PIPE. STORM ALL FOR JOINTS "O-RING" RUBBER USE SHALL CONTRACTORTHE9.
VILLAGE. THE TO RETURNED BEEN HAS IEPA THE BY APPROVED PERMITOPERATING
AN UNTIL ACTIVATED BE NOT SHALL MAIN WATER NEW THECONSTRUCTION.
BEGINNING TO PRIOR SECURED BE MUST PERMIT CONSTRUCTION IEPAAN10.
ONLY.PERSONNEL
WORKS PUBLIC OF DEPARTMENT BROOK OAK OF VILLAGE THE BYOPERATED
BE SHALL BROOK OAK OF VILLAGE THE BY MAINTAINED VALVES EXISTINGALL11.
FIVE AND A HALF (5.5) FEET.
12. MINIMUM COVER FROM FINISHED GRADE TO TOP OF WATER MAIN SHALL BE MINIMUM OF
AREAS. AFFECTED THE OF LIMIT THEDETERMINE
AND FORMS NOTIFICATION PROVIDE SHALL VILLAGE THE NOTICE. HOURS 48OF
MINIMUM A VILLAGE THE GIVE SHALL CONTRACTOR THE OFFS, SHUT MAIN WATERFOR13.
WORKS. PUBLIC OFDEPARTMENT
BROOK OAK OF VILLAGE THE BY PERFORMED BE SHALL SHUTDOWNS MAIN WATERALL14.
ETC. ELBOWS, TEES, BENDS, ALL ATMAINS
WATER ON INSTALLED BE SHALL BLOCKING THRUST AND GLANDS RETAINERAPPROVED15.
DISINFECTION16.
MAINTAINED.
ARE MINIMUMS THESE THAT ASSURE TO SOLUTION DISINFECTINGCHLORINATED
THE SAMPLE WILL CONTRACTOR THE MAIN. THE THROUGHOUT CHLORINEMG/L
25 THAN LESS NO CONTAIN SHALL WATER TREATED THE PERIOD, 24-HOURTHE
OF END THE AT HOURS. 24 LEAST AT OF PERIOD A FOR MAIN THE IN RETAINEDBE
SHALL WATER CHLORINATED THE C-651. STANDARD AWWA WITHACCORDANCE
IN MAIN THE DISINFECT TO PROCEED SHALL CONTRACTOR THEVILLAGE,
THE BY ACCEPTED AND TESTED PRESSURE BEEN HAVE MAINS ALLAFTERA.
CHLORINE." RESIDUAL "TOTAL FORCRITERIA
QUALITY WATER USEPA MEET TO DECHLORINATED BE SHALL SYSTEMTHE
FROM FLUSHED BEING WATER CHLORINATEDTHE SYSTEM. THE INPREVAILING
GENERALLY THAT THAN HIGHER NOT IS MAIN THE LEAVING WATERTHE
IN CONCENTRATION CHLORINE THE UNTIL MAIN THE FROM FLUSHED BESHALL
WATER CHLORINATED HEAVILY THE PERIOD, RETENTION APPLICABLE ANAFTERB.
60050 IL MCHENRY, RD, LAKE CRYSTAL W. 4314ANALYTICAL
MCHENRY BY ANALYZED AND DELIVERED BE SHALL SAMPLES ALLCOLLECTED.
ARE SAMPLES SATISFACTORY THAT TIME SUCH UNTILPROCEDURES
WITH ACCORDANCE IN MAIN THE DISINFECT AGAIN SHALLCONTRACTOR
THE EXAMINATION, BACTERIOLOGICAL THE PASS NOT DOSAMPLES
OF SETS BOTH, OR EITHER, IF ORGANISMS. COLFORM OF ABSENCE THESHOW
TO TESTED BACTERIOLOGICALLY BE SHALL SAMPLES OF SETSINDIVIDUAL
THE COLLECTED. BEEN HAS SAMPLES OF SET FIRST THE AFTER HOURS 24THAN
LESS NO COLLECTED BE SHALL SAMPLES OF SERIES SECOND ADEPARTMENT.
WORKS PUBLIC VILLAGE THE BY DETERMINED AS INCREASED BEMAY
SAMPLES OF NUMBER THE INSTALLATION, MAIN WATER MAJOR FORPURPOSES.
TESTING FOR SAMPLES THE OF PAYMENT AND DELIVERY,OBTAINING
FOR RESPONSIBLE BE SHALL DEVELOPER THE TESTING. BACTERIOLOGICALFOR
MAIN THE FROM OBTAINED BE SHALL WATER OF SAMPLES TWODEPARTMENT,
WORKS PUBLIC VILLAGE THE BY WITNESSED AS AND FLUSHING, FINALAFTERC.
PERMIT. OPERATING THETO
PURSUANT VALVES ALL OF OPENING THE WITNESSED HAVEREPRESENTATIVES
HIS OR HE THAT ENGINEERING, AND WORKS PUBLIC OFDIRECTOR
THE TO WRITING IN CERTIFYING, FOR RESPONSIBLE BE SHALL DEVELOPERTHE
DEPARTMENT. WORKS PUBLIC VILLAGE THE OF PERMISSION WITH OPENEDBE
SHALL SYSTEM THE ON VALVES ALL PERMIT, OPERATING IEPA THE OFRECEIPT
UPON PERMIT. OPERATING THE RECEIVES BROOK OAK OF VILLAGE THEUNTIL
SERVICE IN PLACED BE SHALL SYSTEM WATER PERMITTED THE OF PARTNOD.
DRAWINGS. THE ON INDICATED IS MAINS SUCH OFCONCLUSION
AND TO CONNECTIONS WHERE MAIN WATER EXISTING OF TESTING ANDCHLORINATION
ANY CONTRACT THE TO INCIDENTAL CONSIDER SHALL CONTRACTORTHE17.
(800)-892-0123 OR AT 811.
18. BEFORE STARTING ANY EXCAVATIONS, THE CONTRACTOR SHALL CALL J.U.L.I.E. AT
BLA, Inc.NOT FOR BID
3
2 2
GENERAL NOTES
-
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-
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F.A.P
SHEET OF SHEETS STA. TO STA. FILE NAME = F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_General Notes.dgn
CONTRACT NO.
VILLAGE OF OAK BROOK
12/28/2023
USER NAME =ycontreras
PLOT SCALE =100.0000 ' / in.
PLOT DATE =1/3/2024
DESIGNED
DRAWN
CHECKED
DATE
REVISED
REVISED
REVISED
REVISED
RTE.SECTION COUNTY
ILLINOIS
TOTAL SHEET
SHEETS NO.
SCALE:
YC
YC
JL
51
BRIARWOOD LAKES WATER MAIN IMPROVEMENTS
DUPAGE
NOTES CONTROL EROSION ANDSEDIMENTATION
LR 1030-2
HOT-MIX ASPHALT MIXTURE REQUIREMENTS
PAVEMENT PATCHING
@ Ndes
AIR VOIDS THICKNESS QMP
CLASS D PATCHES, HOT-MIX ASPHALT BINDER COURSE, N50 (IL 19MM) (2 LIFTS)4% @ 50 GYR 6.0"
MIXTURE TYPE
4% @ 50 GYR LR 1030-2
DRIVEWAY RECONSTRUCTION
HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 (IL 9.5MM)3.0"
QMP DESIGNATION: QUALITY CONTROL/QUALITY ASSURANCE (QC/QA) PER LR 1030-2
ILR40. AND ILR10 PERMITS WATER STORM SYSTEM ELIMINATIONDISCHARGE
POLLUTION NATIONAL THE WITH ACCORDANCE IN BE WILL ACTIVITIESCONSTRUCTION
ALL SPECIFICATIONS. STANDARD THE OF 280 SECTION WITH ACCORDANCE INFOR
PAID AND HEREIN SPECIFIED AS OR 280001 STANDARD IDOT PER INSTALLED BEWILL
MEASURES CONTROL EROSION AND SEDIMENT ALL REVISIONS. SUBSEQUENT ALLAND
2013 APRIL EFFECTIVE ORDINANCE, PLAIN FLOOD AND STORMWATERCOUNTYWIDE
COUNTY DUPAGE THE OF VII ARTICLE WITH ACCORDANCE IN DONE BE SHALL WORKALL1.
MEASURES. PERMANENT OR TEMPORARY OF USE THE ANDCONDITIONS,
SITE YEAR, OF TIME THE CONSIDER SHALL MEASURES STABILIZATION SOILEROSION.
MINIMIZE TO AS MANNER A SUCH IN CONDUCTED BE SHALL DISTURBANCESOIL2.
PLAN. THEIN
FOUND AS MEASURE SEDIMENT-CONTROL APPROPRIATE AN BY PROTECTED BESHALL
CONSTRUCTION DURING FUNCTIONING BE WILL OR ARE THAT SEWERS STORMALL3.
AREAS. UPLAND OF DISTURBANCE EARTH OR LAND OF COMMENCEMENT THETO
PRIOR CONSTRUCTED BE SHALL FEATURES SEDIMENT-CONTROL ANDSOIL-EROSION4.
ACTIVITY. CONSTRUCTION AFTER DAYS 7THAN
MORE CASE NO IN BUT CEASED, PERMANENTLY OR TEMPORARILY HAVEACTIVITIES
CONSTRUCTION WHERE SITE THE OF PORTIONS IN PRACTICAL AS SOON ASMEASURES
PERMANENT OR TEMPORARY WITH STABILIZED BE SHALL AREASDISTURBED5.
SEEDING. WITH COMBINATION IN BLANKET OR MAT, SOD,WITH
STABILIZED BE SHALL 4H:1V THAN GREATER SLOPES HAVING EMBANKMENTS ORAREAS6.
MEASURES.CONTROL
EROSION PROPER HAVE AND ENGINEER THE BY APPROVED BE MUSTSTOCKPILES
OF LOCATIONS PLAINS. FLOOD AND BUFFERS, WETLAND WETLANDS, INCLUDINGAREAS
MANAGEMENT SPECIAL IN PROHIBITED ARE STORAGE MATERIAL ANDSTOCKPILES7.
SITE. THE FROMREMOVED
OR REPAIRED IMMEDIATELY BE SHALL SUPPLIES OR EQUIPMENT LEAKINGRUNOFF.
POLLUTION OR FUEL ANY CONTAIN TO TAKEN BE SHALL MEASURES NECESSARYALL8.
CONTRACT.
THE IN INCLUDED CONSIDERED BE WILL WORK THIS AREA.SEDIMENT-DISPOSAL
CONTROLLED A TO TRANSPORTED AND WARRANTACCUMULATIONS
AS CLEANING STREET OR SCRAPING BY REMOVED BE SHALL AREA PARKING ORALLEY,
STREET, RIGHT-OF-WAY, PUBLIC IMPROVED AN REACHING SOIL OR SEDIMENTANY9.
DEVICE. FILTER THE OF HEIGHT THE OF ONE-HALF EXCEEDSSEDIMENT
THE OF HEIGHT THE WHEN SYSTEMS CONTROL EROSION FROM REMOVED BESHALL
SEDIMENT BASIS. REGULAR A ON OF DISPOSED BE SHALL SYSTEMS CONTROLEROSION
TEMPORARY VARIOUS THE BY CONSTRUCTION DURING COLLECTEDSEDIMENT10.
OPERATIONAL. ARE MEASURES CONTROL EROSION ANDSEDIMENT
PERMANENT UNTIL DISTURBANCE LAND OF PERIOD THE THROUGHOUTCONTINUOUSLY
MAINTAINED AND OPERATIONAL KEPT BE SHALL MEASURES CONTROL EROSIONALL11.
ACHIEVED. IS STABILIZATION FINAL AFTER DAYS 30WITHIN
REMOVED BE SHALL MEASURES CONTROL SEDIMENT AND EROSION TEMPORARYALL12.
ITEM. CONTROL EROSIONAPPLICABLE
THE FOR PRICE UNIT CONTRACT THE AT FOR PAID BE WILL LOADING SEDIMENTTO
DUE REPLACED SYSTEMS CONTROL EROSION HOURS. 24 WITHIN CONTRACTOR THEBY
REPLACED OR REPAIRED BE SHALL MEASURES CONTROL EROSION INEFFECTIVEAND
DAMAGED PRECIPITATION. OF INCH ½ EXCEEDING STORM ANY OF HOURS 24WITHIN
AND PERIODICALLY MEASURES CONTROL EROSION INSPECT SHALL ENGINEERTHE13.
CONTRACT. THE IN INCLUDEDCONSIDERED
BE WILL WORK THIS MEASURE). APPROVED OTHER OR BAG, FILTER BASIN,SEDIMENT
TRAP, SEDIMENT (E.G., MEASURE SEDIMENT-CONTROL EFFECTIVE ANTHROUGH
ROUTED BE SHALL DISCHARGES EROSION FROM PROTECTED BE SHALLLOCATIONS
DISCHARGE AND PROPERTIES ADJOINING USED, ARE SERVICES DE-WATERINGIF14.
AGENCY. GOVERNING ORENGINEER
THE BY DIRECTED AS REQUIRED, BE MAY MEASURES ADDITIONALREQUIREMENTS.
MINIMUM THE ARE PLANS THE ON INDICATED MEASURES EROSION-CONTROLTHE15.
ACRE. PER POUNDS 90 OF RATETHE
AT SEEDING OVER PLACED BE SHALL FERTILIZER POTASSIUM & FERTILIZERNITROGEN16.
ACTIVITIES.CONSTRUCTION-RELATED
OTHER OR STORAGE, MATERIAL OR EQUIPMENT TRENCHING, FROMCONSTRUCTION
DURING DAMAGED IS THAT PARKWAY ANY REPAIR TO ESTIMATED ISSEEDING17.
ITEM.CONTROL
EROSION APPLICABLE THE FOR PRICE UNIT CONTRACT THE IN INCLUDED BESHALL
SYSTEMS CONTROL EROSION REPAIRING OR SEDIMENT REMOVING OF COSTTHE18.
BLA, Inc.NOT FOR BID
SUMMARY OF QUANTITIES
1 1
4
-
-
-
-
-
-
-
-
F.A.P
SHEET OF SHEETS STA. TO STA. FILE NAME = F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_SOQ.dgn
CONTRACT NO.
VILLAGE OF OAK BROOK
12/28/2023
USER NAME =ycontreras
PLOT SCALE =40.0000 ' / in.
PLOT DATE =1/5/2024
DESIGNED
DRAWN
CHECKED
DATE
REVISED
REVISED
REVISED
REVISED
RTE.SECTION COUNTY
ILLINOIS
TOTAL SHEET
SHEETS NO.
SCALE:
YC
YC
JL
51
BRIARWOOD LAKES WATER MAIN IMPROVEMENTS
DUPAGE
NO.ITEM NO.CODE ITEM UNIT QUANTITY
TOTAL
1 20100110 DIAMETER) UNITS 15 TO (6 REMOVALTREE UNIT 25
2 20100210 DIAMETER) UNITS 15 (OVER REMOVALTREE UNIT 96
3 20101000 FENCETEMPORARY FOOT 770
4 20101200 PRUNING ROOTTREE EACH 23
5 20800150 BACKFILLTRENCH YDCU 9,000
6 28000400 BARRIER EROSIONPERIMETER FOOT 920
7 28000510 FILTERSINLET EACH 60
8 44201XXX INCH 6 PATCHES, DCLASS YDSQ 5,700
9 8" MAIN, WATER C-900PVC FOOT 7,555
10 12" MAIN, WATER C-900PVC FOOT 3,515
11 48301000 COATPROTECTIVE YDSQ 244
12 56105000 8" VALVESWATER EACH 21
13 56105200 12" VALVESWATER EACH 8
14 56400500 REMOVED BE TO HYDRANTSFIRE EACH 25
15 56400820 BOX VALVE AND VALVE AUXILIARY WITH HYDRANTFIRE EACH 26
16 60248900 LID CLOSED FRAME, 1 TYPE 5'-DIAMETER, A, TYPE VAULTS,VALVE EACH 29
17 67100100 MOBILIZATION SUML 1
18 K0036120 4" PLACEMENTMULCH YDSQ 150
19 X0325225 REPLACEMENT AND REMOVAL PAVEMENTBRICK FTSQ 550
20 X0326806 BASINWASHOUT SUML 1
21 X0327890 REPLACEMENT AND REMOVALDRIVEWAY YDSQ 1,200
22 X1200015 ABANDONED BE TO VAULTSVALVE EACH 25
23 X5620116 SHORT - 1" CONNECTION, SERVICEWATER EACH 100
24 X5620118 LONG - 1" CONNECTION, SERVICEWATER EACH 99
25 X5630006 MAIN WATER 6" EXISTING CAP ANDCUT EACH 2
26 X5630008 MAIN WATER 8" EXISTING CAP ANDCUT EACH 2
27 X5630012 MAIN WATER 12" EXISTING CAP ANDCUT EACH 5
28 X5630708 8" MAIN WATER EXISTING TOCONNECTION EACH 1
29 X5630712 12" MAIN WATER EXISTING TOCONNECTION EACH 3
30 X6030310 (SPECIAL) ADJUSTED BE TO LIDS ANDFRAMES EACH 1
31 X7010216 (SPECIAL) PROTECTION, AND CONTROLTRAFFIC SUML 1
32 Z0013798 LAYOUTCONSTRUCTION SUML 1
33 Z0019600 WATERING CONTROLDUST UNIT 1
34 Z0056604 INCH 8 REQUIREMENTS) MAIN (WATER SEWERSTORM FOOT 45
35 Z0056608 INCH 12 REQUIREMENTS) MAIN (WATER SEWERSTORM FOOT 620
36 Z0056614 INCH 21 REQUIREMENTS) MAIN (WATER SEWERSTORM FOOT 45
37 REPLACEMENT AND REMOVAL GUTTER ANDCURB FOOT 500
NO.ITEM NO.CODE ITEM UNIT QUANTITY
TOTAL
38 RESTORATIONPARKWAY YDSQ 6,200
39 12" LINING, MAIN WATER PLACE INCURED FOOT 735
40 8" MAIN, WATER HDPEDRILL, FOOT 845
41 REPLACEMENT AND REMOVAL WALLRETAINING FTSQ 50
42 DETECTIONLEAK SUML 1
BLA, Inc.NOT FOR BID
ALIGNMENT, TIES, & BENCHMARKS
1 1
5
-
-
-
-
-
-
-
-
F.A.P
SHEET OF SHEETS STA. TO STA. FILE NAME = F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_ATB.dgn
CONTRACT NO.
VILLAGE OF OAK BROOK
12/28/2023
USER NAME =ycontreras
PLOT SCALE =200.0000 ' / in.
PLOT DATE =12/29/2023
DESIGNED
DRAWN
CHECKED
DATE
REVISED
REVISED
REVISED
REVISED
RTE.SECTION COUNTY
ILLINOIS
TOTAL SHEET
SHEETS NO.
SCALE:
YC
YC
JL
51
BRIARWOOD LAKES WATER MAIN IMPROVEMENTS
DUPAGE
TABLE DATACOORDINATE
STATION TYPEELEMENT NORTHING EASTING
70+21.26 PCC 1884130.4150 1086497.1420
71+70.16 PI 1884279.2995 1086495.1838
73+19.06 PT 1884428.1861 1086493.3944
78+15.26 POT 1884924.3609 1086487.7124
80+00.00 POT 1884230.4962 1086531.1082
80+36.15 PI 1884225.8720 1086459.9400
80+84.60 PI 1884224.5380 1086411.5120
81+06.55 PI 1884222.1120 1086389.6930
81+51.34 PI 1884214.4100 1086345.5710
83+11.53 PC 1884182.2980 1086188.6370
83+50.34 PI 1884172.9364 1086150.9675
83+86.88 PCC 1884180.3210 1086112.8610
84+56.65 PI 1884190.9922 1086043.9108
85+20.67 PCC 1884239.8500 1085994.1020
85+64.74 PI 1884271.8693 1085963.8231
86+08.55 PCC 1884307.9590 1085938.5330
86+90.61 PI 1884374.2387 1085890.1621
87+71.88 PCC 1884449.4410 1085857.3390
88+28.58 PI 1884501.5281 1085834.9374
88+85.00 PCC 1884556.3150 1085820.3330
89+24.52 PI 1884594.2945 1085809.4162
89+62.50 PCC 1884633.6930 1085812.4790
90+24.54 PI 1884695.6589 1085815.5726
90+81.96 PCC 1884745.9170 1085851.9520
91+33.61 PI 1884789.0289 1085880.3869
91+81.59 PCC 1884811.6950 1085926.7920
92+76.65 PI 1884855.2381 1086011.2959
93+59.05 PT 1884822.2760 1086100.4610
95+42.49 PC 1884749.2260 1086268.7280
96+33.57 PI 1884716.5279 1086353.7344
97+22.48 PT 1884715.0690 1086444.8010
97+68.12 POT 1884714.6197 1086490.4365
100+00.00 POT 1884223.2171 1086399.6322
100+98.89 PC 1884315.9520 1086433.9690
101+91.46 PT 1884404.3830 1086399.5390
103+25.09 POT 1884409.6828 1086266.0137
105+00.00 POT 1884394.0862 1085884.2680
105+37.39 PC 1884371.9340 1085854.1410
106+18.55 PI 1884334.3296 1085782.2216
106+98.60 PT 1884279.3430 1085722.5310
107+62.91 PC 1884233.9910 1085676.9270
108+03.68 PI 1884202.2389 1085651.4544
108+39.87 PT 1884190.4470 1085612.4930
109+47.56 POT 1884151.7155 1085512.0140
110+00.00 POT 1884636.2440 1085812.6220
110+46.43 PI 1884632.2310 1085766.3660
110+90.88 PC 1884622.7370 1085722.9430
111+40.28 PI 1884608.4797 1085675.6405
111+89.19 PRC 1884585.1470 1085632.0930
112+72.53 PI 1884547.6398 1085557.6739
113+55.85 PCC 1884512.6340 1085482.0460
114+10.94 PI 1884492.5322 1085430.7556
114+64.17 PCC 1884492.7120 1085375.6670
115+15.46 PI 1884491.1090 1085324.3994
115+64.56 PCC 1884510.2970 1085276.8310
116+06.16 PI 1884524.5100 1085237.7422
116+46.56 PT 1884550.0862 1085204.9427
117+66.34 PI 1884623.7670 1085110.5140
118+10.56 PI 1884645.3950 1085071.9460
118+97.76 POT 1884661.6399 1084986.2735
200+00.00 POT 1884499.9940 1085308.4270
200+55.20 PI 1884446.9140 1085293.2640
201+02.04 PI 1884402.4300 1085278.6010
202+18.34 POT 1884310.9865 1085206.7518POT Sta 118+97.76PI Sta 118+10.56PI Sta 117+66.34PT Sta 116+46.56PI Sta 116+06.16POT Sta 200+00.00PCC Sta 115+64.56PI Sta 115+15.46PCC Sta 114+64.17PI
S
t
a 200+55.20PI St
a 201+02.04P
OT Sta 20
2
+18.34 PI Sta 114+10.94P
CC
St
a
1
1
3
+
5
5.
8
5
PI
St
a
1
1
2
+
7
2.
5
3
P
R
C
St
a
1
1
1
+
8
9.1
9PI Sta 111+40.28PC St
a 110+90.88PI
Sta 110+46.43POT Sta 110+00.00PCC Sta 89+62.50
PI Sta 89+24.52
PCC Sta 88+85.00
PI Sta 88+28.58
PCC Sta 87+71.88
PI Sta 86+90.61
POT Sta 105+00.00
P
C Sta 10
5
+37.3
9PI Sta 106+18.55PT Sta 106+98.60PC Sta 107+62.91PI Sta 108+03.6
2PT St
a
108+39.87P
OT St
a
1
0
9
+4
7.
5
6
PCC Sta 86+08.55
PI Sta 85+64.74PCC Sta 85+20.67
PI Sta 84+56.65PCC Sta 83+86.88PI Sta 83+50.34PC St
a 83+11.53PI
St
a 81+51.34PI
Sta 81+06.55PI Sta 80+84.60PI Sta 80+36.15POT Sta 80+00.00POT Sta 100+00.00PC Sta 100+98.89PT Sta 101+91.46POT Sta 103+25.09PI Sta 90+24.54
PCC Sta 90+81.96PI
Sta 91+33.61PCC Sta 91+81.59PI
St
a 92+76.65PT Sta 93+59.05PC Sta 95+42.49PI Sta 96+33.57PT Sta 97+22.48POT Sta 78+15.26
POT Sta 97+68.12
PI Sta 101+76.67
PT Sta 73+19.06
PI Sta 71+70.16
PCC Sta 70+21.26
PI Sta 69+26.61
PCC Sta 68+31.91
PI Sta 66+05.46
PCC Sta 63+78.67
PI Sta 62+67.84
POT Sta 33+35.09
PCC Sta 61+56.94PI Sta 60+32.49PRC Sta 59+07.98PRC Sta 57+58.89PI Sta 57+09.62PCC Sta 56+58.79PI Sta 56+32.90PC Sta 56+06.91POT Sta 18+28.89POT Sta 55+00.00PI Sta 17+42.55PT Sta 15+87.89POT Sta 20+00.00PC Sta 20+59.57
PI Sta 21+08.74PRC Sta 21+57.31PI Sta 22+83.52PCC Sta 23+74.73PI Sta 24+18.83PT Sta 24+62.73PI Sta 15+45.64PCC Sta 14+92.60PI Sta 14+31.53PCC Sta 13+70.43PI Sta 12+57.93PCC Sta 11+30.59PI Sta 10+96.96PRC Sta 10+59.91
PI Sta 10+30.21
PC Sta 10+00.00POT Sta 25+00.00PC Sta 26+71.89PI Sta 27+73.52PC
C Sta 28+69.05
P
OT Sta 35+00.00PI Sta 30+25.38PT Sta 31+63.02PI Sta 35+69.00PI Sta 36+72.45PI Sta 37+94.86PT Sta 50+93.97PC Sta 38+44.15PI St
a 50+40.67PCC Sta 49+78.16
PI Sta 49+07.64
PCC Sta 48+33.21PI Sta 47+65.79PCC Sta 46+95.71PI Sta 46+35.29PCC Sta 45+71.97PI Sta 45+18.08PCC Sta 44+49.67PI Sta 43+95.54PCC Sta 43+32.82PI Sta 42+45.23PCC Sta 41+50.45PI Sta 40+57.12PCC Sta 39+55.07PI Sta 39+04.43EX. BRIARWOOD N DRIVE ~
EX. BRIARWOOD LOOP ~
EX. BRIARWOOD AVENUE ~
EX. BRIARWOOD CIRCLE ~
EX. BRIARWOOD LANE ~
EX. BRIARWOOD S DRIVE ~
EX. BRIARWOOD CENTRAL ~
PASS
EX. BRIARWOOD
~ TABLE DATACOORDINATE
STATION TYPEELEMENT NORTHING EASTING
10+00.00 PC 1882167.2400 1086328.2933
10+30.21 PI 1882194.7943 1086315.8994
10+59.91 PRC 1882219.2080 1086298.1000
10+96.96 PI 1882244.6489 1086271.1594
11+30.59 PCC 1882280.2210 1086260.7830
12+57.93 PI 1882403.1639 1086227.5937
13+70.43 PCC 1882512.6260 1086292.6670
14+31.53 PI 1882564.1161 1086325.5591
14+92.60 PCC 1882613.9260 1086360.9440
15+45.64 PI 1882658.2863 1086390.0267
15+87.89 PT 1882663.2890 1086442.8340
17+42.55 PI 1882666.6340 1086597.4610
18+28.89 POT 1882679.1036 1086682.8964
20+00.00 POT 1882649.3580 1086398.6940
20+59.57 PC 1882708.4440 1086391.1290
21+08.74 PI 1882757.6114 1086390.8652
21+57.31 PRC 1882805.5490 1086379.9340
22+83.52 PI 1882930.4895 1086362.0472
23+74.73 PCC 1882990.2020 1086473.2430
24+18.83 PI 1883006.3845 1086514.2611
24+62.73 PT 1883017.2431 1086556.9980
25+00.00 POT 1882748.2044 1086107.1947
26+71.89 PC 1882920.0243 1086111.9647
27+73.52 PI 1883021.6144 1086114.7850
28+69.05 PCC 1883105.9652 1086171.4721
30+25.38 PI 1883237.7072 1086255.6198
31+63.02 PT 1883266.0329 1086409.3548
33+35.09 POT 1883298.0014 1086578.4251
35+00.00 POT 1883144.0480 1086199.4845
35+69.00 PI 1883198.3800 1086156.9500
36+72.45 PI 1883282.8630 1086097.2530
37+94.86 PI 1883382.5340 1086026.1790
38+44.15 PC 1883423.1670 1085998.2910
39+55.07 PCC 1883403.4200 1085889.7480
40+57.12 PI 1883426.2247 1085790.2775
41+50.45 PCC 1883506.0420 1085726.6880
42+45.23 PI 1883581.0327 1085668.7339
43+32.82 PCC 1883675.7660 1085665.9280
43+95.54 PI 1883738.2614 1085660.6151
44+49.67 PCC 1883786.4890 1085700.7150
45+18.08 PI 1883835.7093 1085748.2298
45+71.97 PCC 1883823.5210 1085815.5480
46+35.29 PI 1883811.4161 1085877.7018
46+95.71 PCC 1883773.2040 1085928.1940
47+65.79 PI 1883730.3639 1085983.6551
48+33.21 PCC 1883668.4700 1086016.5240
49+07.64 PI 1883601.8849 1086049.7967
49+78.15 PCC 1883527.5160 1086046.6490
50+40.67 PI 1883465.0348 1086044.7103
50+93.97 PT 1883423.1670 1085998.2910
55+00.00 POT 1882629.0650 1086700.2550
56+06.91 PC 1882730.2930 1086665.8580
56+32.90 PI 1882754.9541 1086657.6729
56+58.79 PCC 1882780.2195 1086651.6043
57+09.62 PI 1882829.9009 1086640.8762
57+58.89 PRC 1882880.2496 1086647.8293
58+34.83 PI 1882955.4989 1086658.0400
59+07.98 PRC 1883028.2774 1086636.3606
60+32.49 PI 1883149.2342 1086606.8350
61+56.94 PCC 1883271.5407 1086583.5238
62+67.84 PI 1883380.3625 1086562.1737
63+78.67 PCC 1883490.2023 1086546.9020
66+05.46 PI 1883714.6574 1086514.4298
68+31.91 PCC 1883941.1750 1086503.2810
69+26.61 PI 1884035.7174 1086497.8192
TABLE DATA COORDINATEBENCHMARK
ROAD STATION OFFSET TYPEELEMENT NORTHING EASTING ELEVATION
CENTRALBRIARWOOD 68+42.00 LT20.00' CROSS SQUARECUT 1883950.2292 1086482.6612 675.29'
LOOPBRIARWOOD 85+91.20 RT37.45' CROSS SQUARECUT 1884316.3762 1085978.6464 667.29'
CENTRALBRIARWOOD 77+05.84 RT17.73' CROSS SQUARECUT 1884815.1454 1086506.6901 673.34'
CENTRALBRIARWOOD 61+55.45 LT25.10' CROSS SQUARECUT 1883265.3190 1086559.1483 679.32'
CIRCLEBRIARWOOD 37+07.93 LT25.15' CROSS SQUARECUT 1883297.1005 1086056.0705 671.36'
CATCH BASIN
MANHOLE
SANITARY
TRANSFORMER
ELECTRIC
LIGHT POLE
MANHOLE
SANITARY
HYDRANT
FIRE
HYDRANT
FIRE
VALVE
WATER
INLET
INLET
VALVE
WATER
HYDRANT
FYRE
E: 1086263.9524
N: 1882448.1331
BRIARWOOD S DRIVE
STA: 13+00
ALIGNMENT TIE (1)
62.06'
32.23'
101
.
50'
E: 1086023.2725
N: 1883386.7687
BRIARWOOD CIRCLE
STA: 38+00
ALIGNMENT TIE (2)
26.22'68.14'
5
6.
1
8'
E: 1086009.6729
N: 1884225.9800
BRIARWOOD LOOP
STA: 85+00
ALIGNMENT TIE (3)30.77'
51.00'60.
55'
E: 1086489.0323
N: 1884809.1058
BRIARWOOD CENTRAL
STA: 77+00
ALIGNMENT TIE (4)
48.11'
9
2
.
82'
1
9
.
2
3'
BRIARWOOD
S
DRIVE
BRIARWOOD CIRCLE
BRIARWOOD CENTRAL
BLA, Inc. 105+00 106 107 108 109 55+00 56 57 58 59 60+00 61 62 63 64 65+00 66 67 68 69 70+00 71 72 73 74 75+00 76 77 78 35+00 36 37 38 39 40+00 41 42 43 44 45+00
46
47
48
49
50+00 110+00 111 112 113 114 115+00 116 117 118 80+00 81 82 83 84 85+00 86 87 88 89 90+00 91
92
93
94 95+00 96
97
200+00 201 202 100+00 101 102 103 25+00 26 27 28 29
30+00
31
32
33
20+00 21 22 23
24
10+00 11 12 13 14 15+00
16 17
18
76 77 97ELTRX1673.3411315
37 38 3912"6"6"14" 13
14
85+00
86TPED673.435579
TPED673.325580NOT FOR BID
NOT FOR BID
1
MATCHLINE STA 11+00
7
11+0010+5010+00
COUNTY
12/28/2023
YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 1
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/26/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
690
8'
8'
4'
8'4'OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
**SEE SHEET 22 OF P&P FOR WATER MAIN PROFILE
FOR PROFILE
SEE SHEET 22 OF P&P
FLOOD
1% ANNUAL CHANCE 10+00 11 BRIARWOOD DRIVEEXISTING ~ BRIARWOOD DRIVE24 BRIARWOOD DRIVE 23 BRIARWOOD DRIVE 22 BRIARWOOD DRIVE
21 BRIARWOOD DRIVE
20 BRIARW OOD DRIVE
EX EASEMENT
EX EASEMENT
EX EASEMENTEX EASEMENT234 FT
PVC C-900 WATER MAIN 12"
25 BRIARWOOD DRIVE
EXISTING B-BOX TO BE REMOVED (TYP)
CONNECTION 1.0" SHORT (TYP)
PROPOSED WATER SERVICE
107 CY
TRENCH BACKFILL
TRENCH BACKFILL, 8 CY
PVC C-900 WATER MAIN 6", 19 FT
STA 10+48.71, 0.0' L
FIRE HYD W/AUX V & VB
ABANDON EXISTING WATER MAIN
CAP MAIN
FIRE HYDRANT TO BE REMOVED
CUT AND CAP EXISTING 12" WATER MAIN
220 FT
CURED IN PLACE WATER MAIN LINING, 12"
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 12"
EX. WETLAND
EX EASEMENT
CONNECTION 1.0" LONG (TYP)
PROPOSED WATER SERVICE
EX EASEMENT
R
R
PVC C-900 WATER MAIN 12", 10 FT
CONNECTION TO EXISTING WM, 12"
VALVE VAULTS TO BE ABANDONED
STA 10+48.71, 0.0' L
WM FITTINGS, 12", 45.00° ANGLE
STA 10+18.90, 9.7' R
WM FITTINGS, 12", 45° ANGLE
STA 09+88.55, 96.6' L
WM FITTINGS, 12", 11.25° ANGLE
STA 09+96.78, 64.8' L
WM FITTINGS, 12", 22.50° ANGLE
STA 10+32.25, 20.3' R
WM FITTINGS, 12", 45° ANGLE
STA 10+47.97, 18.6' R
12X6 TEE
WM FITTINGS, 12"
SANITARY
EX. 8"EX. INV=673.58 688.81689.10690.00WATER
EX. 12"
PR. WATERMAIN 12"
EX. PROFILE, BRIARWOOD S. DRIVENOT FOR BID
2
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YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 2
USER NAME
PLOT SCALE
ycontreras=
40.0119 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
690
4'
8'8'
8'4'
4'4'11'10'10'15 BRIARWOOD DRIVE
31 CY
TRENCH BACKFILL OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
688.81
EX. INV=682.83 (SW)
109 FT
PVC C-900 WATER MAIN 12"
105 CY
TRENCH BACKFILL DRIVE
26 BRIARWOOD
LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
FOR WATER MAIN PROFILE
**SEE SHEET 22 OF P&P
FLOOD
1% ANNUAL CHANCE
20+00
21
11 12
13
14
15
+00
1
6
BRI
ARWOOD DRI
VEEXI
STI
NG ~ BRIARWOOD DRIVEBRIARW OOD DRIVE
BRIARWOOD DRIVEEXISTING ~
27 BRIARWOOD DRIVE 28 BRIARWOOD DRIVE
29 BRIARWOOD DRIVE 30 BRIARWOOD DRIVE 31 BRIARWOOD DRIVE 32 BRIARWOOD DRIVE 33 BRIARWOOD DRIVE 34 BRIARWOOD DRIVE
16 BRIARWOOD DRIVE17 BRIARWOOD DRIVE18 BRIARWOOD DRIVE
19 BRIARWOOD DRIVE20 BRIARWOOD DRIVE EX EASEMENT10
7 CYTRENCH BACKFI
LL
TRENCH BACKFILL, 5 CY
PVC C-900 WATER MAIN 6", 14 FT
STA 12+69.79, 20.6' R
FIRE HYD W/AUX V & VB
CAP MAIN
FIRE HYDRANT TO BE REMOVED
ABANDON EXISITNG WATER MAIN
EXISTING B-BOX TO BE REMOVED (TYP)
CONNECTION 1.0" SHORT (TYP)
PROPOSED WATER SERVICE
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 12"
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
81 FT
PVC C-900 WATER MAIN 8"
37 FT
PVC C-900 WATER MAIN 8"
445 FT
PVC C-900 WATER MAIN 12"
366 CY
TRENCH BACKFILL
TRENCH BACKFILL, 5 CY
PVC C-900 WATER MAIN 6", 13 FT
STA 20+90.45, 19.7' R
FIRE HYD W/AUX V & VBWATER MAIN
ABANDON EXISTING
CAP MAIN
FIRE HYDRANT TO BE REMOVED
REQUIREMENTS) 12", 20 FT
STORM SEWER (WATER MAIN
REQUIREMENTS) 12", 20 FT
STORM SEWER (WATER MAIN
REQUIREMENTS) 12", 30 FT
STORM SEWER (WATER MAIN
REQUIREMENTS) 12", 20 FT
STORM SEWER (WATER MAIN
14 CY
TRENCH BACKFILL
CONNECTION 1.0" LONG (TYP)
PROPOSED WATER SERVICE
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 12"EX EASEMENTEX EASEMENTR
R
R
R
R
BE ABANDONED
VALVE VAULTS TO
VALVE VAULTS TO BE ABANDONED
12x12 TEE
WM FITTINGS, 12", STA 15+54.41, 14.0' R
STA 12+71.02, 6.1' R
12X6 TEE
WM FITTINGS, 12"
STA 13+48.70, 6.0' R
12x8 TEE
WM FITTINGS, 12"
12x8 REDUCER
WM FITTINGS, 12", STA 15+62.22, 13.9' R
STA 20+88.73, 7.2' R
12X6 TEE
WM FITTINGS, 12"
STA 14+49.36, 0.7' R
WM FITTINGS, 12", 22.5° ANGLE
22.50° ANGLE
WM FITTINGS, 12",
SANITARY
UNKNOWN SIZE
SANITARY
EX. 8"
STORM SEWER
EX. 12"
STORM SEWER
EX. 12"
WATER
EX. 12"
EX. INV=672.25
EX. INV=681.52 (NE)
EX. INV=682.28
INV=680.16 (NE)
EX. INV=680.31 (S)
EX. INV=683.20
INV=670.39 (E)
EX. INV=670.99 (S)688.00688.00687.00687.00687.00687.99687.00687.00687.00687.67PR. WATERMAIN 12"
PR. WATERMAIN 12"
EX. PROFILE, BRIARWOOD DR.NOT FOR BID
3MA
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YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 3
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
690
8'4'4'OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
687.60LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
FLOOD
1% ANNUAL CHANCE
21
22
23
24
BRIARWOOD DRIVEEXISTING ~ BRI
ARWOOD DRI
VE34 BRIARWOOD DRIVE
43 BRIARWOOD DRIVE
44 BRIARWOOD DRIVE
45 BRIARWOOD DRIVE
42 BRIARWOOD DRIVE
41 BRIARWOOD DRIVE
40 BRIARWOOD DRIVE39 BRIARWOOD DRIVE38 BRIARWOOD DRIVE37 BRIARWOOD DRIVE36 BRIARWOOD DRIVE35 BRIARWOOD DRIVE
TRENCH BACKFILL, 5 CY
PVC C-900 WATER MAIN 6", 13 FT
STA 20+90.45, 19.7' R
FIRE HYD W/AUX V & VB
CAP MAIN
FIRE HYDRANT TO BE REMOVED
TRENCH BACKFILL, 4 CY
PVC C-900 WATER MAIN 6", 13 FT
STA 24+16.22, 0.0' L
FIRE HYD W/AUX V & VB
CONNECTION 1.0" SHORT (TYP)
PROPOSED WATER SERVICE
EXISTING B-BOX TO BE REMOVED (TYP)
ABANDON EXISTING WATER MAIN
390 FT
PVC C-900 WATER MAIN 12"
277 CY
TRENCH BACKFILL
STO RM SEW ER (WA TER MA IN REQU IREM EN TS) 12", 20 FT
STORM SEWER (WATER MAIN REQUIREMENTS), 20 FT
CONNECTION 1.0" LONG (TYP)
PROPOSED WATER SERVICE
R
STA 24+14.57, 13.1' R
12X6 TEE
WM FITTINGS, 12"
SANITARY
UNKNOWN SIZE
SANITARY
UNKNOWN SIZE
EX. INV=677.75
EX. INV=678.63
EX. INV=685.35
WATER
EX. 12"689.00688.73688.78688.02688.00688.00688.00PR. WATERMAIN 8"
PR. WATERMAIN 8"
EX. PROFILE, BRIARWOOD S. DRIVENOT FOR BID
4MATCHLINE STA 16+00MATCHLINE STA 56+50
10
16+00 16+50 17+00 17+50 18+00
COUNTY
12/28/2023
YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 4
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
6908'4'
4'
6'
4'
6'
46 BRIARWOOD DRIVE 47 BRIARWOOD DRIVE 48 BRIARWOOD DRIVE
OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
687.67~
BRIARWOOD CENTRAL
LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENTWATER MAIN PROFILE
**SEE SHEET 22 OF P&P FOR
FOR PROFILE
SEE SHEET 22 OF P&P
FLOOD
1% ANNUAL CHANCE
55+00 56 16
17 18
BRIARWOOD DRIVE
14 BRIARWOOD DRIVE
BRIARWOOD DRIVEEXISTING ~ BRIARWOOD CENTRALBRIARWOOD CENTRALEXISTING ~
13 BRIARWOOD DRIVE
12 BRIARWOOD DRIVE
280 FT
CURED IN PLACE WATER MAIN LINING, 12"37 FTPVC C-900 WATER MAIN 8"ABANDON EXISITNG WATER MAIN
CAP MAIN
FIRE HYDRANT TO BE REMOVED
TO BE REMOVED (TYP)
EXISTING B-BOX
CONNECTION 1.0" SHORT (TYP)
PROPOSED WATER SERVICE
12X6 TEE
WM FITTINGS, 12"
TRENCH BACKFILL, 1 CY
PVC C-900 WATER MAIN 6", 8 FT
STA 55+19.91, 19.3' L
FIRE HYD W/AUX V & VB
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
ABANDON EXISTING WATER MAIN
222 FT
PVC C-900 WATER MAIN 8"
183 FT
PVC C-900 WATER MAIN 12"
CUT AND CAP EXISTING 12" WATER MAIN
164 CY
TRENCH BACKFILL
135 CY
TRENCH BACKFILL
CONNECTION 1.0" LONG (TYP)
PROPOSED WATER SERVICE
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 12"
R
R IL-83IL-83PVC C-900 WATER MAIN 12", 10 FT
CONNECTION TO EXISTING WM, 12"
VALVE VAULTS TO BE ABANDONED
12x8 REDUCERWM FITTINGS, 12", STA 15+62.22, 13.9' RSTA 54+89.44, 2.5' R
WM FITTINGS, 12", 45° ANGLE
STA 55+00.00, 8.1' L
WM FITTINGS, 12", 45° ANGLE
STA 55+52.78, 8.0' L
12X8 TEE
WM FITTINGS, 12"
SANITARY
UNKNOWN SIZE
WATER
EX. 6"
EX. INV=680.29
688.00689.00688.00689.00PR. WATERMAIN 8"
EX. PROFILE, BRIARWOOD S. DRIVENOT FOR BID
5
P
AGE
2MATCHLINE MATCHLINE STA 28+0011
28+0027+5027+0026+5026+0025+5025+00
COUNTY
12/28/2023
YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 5
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
6904'8'6'4'OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
WATER MAIN PROFILE
**SEE SHEET 22 OF P&P FOR
FOR PROFILE
SEE SHEET 22 OF P&P
FLOOD
1% ANNUAL CHANCE
25+00
26
27
28
60 BRIARWOOD LANE 61 BRIARWOOD LANE 62 BRIARWOOD LANE 63 BRIARWOOD LANE 64 BRIARWOOD LANE 65 BRIARWOOD LANE 66 BRIARWOOD LANE
59 BRIARWOOD LANE 58 BRIARWOOD LANE 57 BRIARWOOD LANE 56 BRIARWOOD LANE
55 BRIARWOOD LANE
31 BRI
ARWOOD DRI
VE32 BRI
ARWOOD DRI
VEBRIARWOOD
LANE
BRIARWOOD LANEEXISTING ~
E X E A SE ME N T
E X E ASE ME NT EX EASEMENTEX EASEMENTEX EASEMENTEX EASEMENT81
F
TP
VC C-90
0 WATER MAI
N
8"
220 FT
PVC C-900 WATER MAIN 8"
EXISTING B-BOX TO BE REMOVED (TYP)
CONNECTION 1.0" SHORT (TYP)
PROPOSED WATER SERVICE
CAP MAIN
FIRE HYDRANT TO BE REMOVED
TRENCH BACKFILL, 4 CY
PVC C-900 WATER MAIN 6", 11 FT
STA 25+46.38, 0.0' L
FIRE HYD W/AUX V & VB
269 CY
TRENCH BACKFILL
CONNECTION 1.0" LONG (TYP)
PROPOSED WATER SERVICE
363 FT
PVC C-900 WATER MAIN 8"
ABANDON EXISTING WATER MAIN
R
WM FITTINGS, 8", 45° ANGLE
WM FITTINGS, 8", 11.25° ANGLE
STA 25+46.36, 11.5' L
8X6 TEE
WM FITTINGS, 8"
STA 25+20.81, 11.5' L
WM FITTINGS, 8", 45° ANGLE
STA 25+06.90, 12.4' R
WM FITTINGS, 8", 45° ANGLE
STA 25+13.14, 3.8' L
WM FITTINGS, 8", 45° ANGLE
STA 25+13.14, 6.2' R
WM FITTINGS, 8", 45° ANGLE
EX. INV=672.80
EX. INV=664.28SANITARY
EX. 8"
SANITARY
EX. 8"
WATER
EX. 6"676.00676.00676.37676.00676.81676.00676.00PR. WATERMAIN 8"
EX. PROFILE, BRIARWOOD LANENOT FOR BID
6 MATCHLINE STA 32+75MATCHLINE STA 36+00
MA
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+0
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12
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YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 6
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
6908'4'8'4'8'10'
10'
10'
4'10'10'OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
676.00LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
**SEE SHEET 23 OF P&P FOR WATER MAIN PROFILE
FLOOD
1% ANNUAL CHANCE 35+00 36 28
29
30+00
31
32 BRIARWOOD DRIVEEXISTING ~
51 BRIARWOOD LANE52 BRIARWOOD LANE53 BRIARWOOD LANE54 BRIARWOOD LANE
67 BRIARWOOD LANE
68 BRIARWOOD LANE
111 BRIARWOODS LANE
106 BRIARWOODS LANE
107 BRIARWOOD LANE
108 BRIARWOOD LANE
BRIARWOOD LANE
109 BRIARWOOD LANE 110 BRIARWOOD LANE
BRIARWOOD CIRCLEBRIARWOOD CIRCLEEXISTING ~ EXISTING B-BOX TO BE REMOVED (TYP)
CONNECTION 1.0" SHORT (TYP)
PROPOSED WATER SERVICE
TRENCH BACKFILL, 5 CY
PVC C-900 WATER MAIN 6", 14 FT
STA 29+62.15, 20.5' L
FIRE HYD W/AUX V & VB
CAP MAIN
FIRE HYDRANT TO BE REMOVED
ABANDON EXISTING WATER MAIN
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
138 FT
PVC C-900 WATER MAIN 8"
111 CY
TRENCH BACKFILL 53 FTPVC C-900 WATER MAIN 8"REQUIREMENTS) 12", 20 FT
STORM SEWER (WATER MAIN
EXISITNG WATER MAIN TO REMAIN
CONNECTION 1.0" LONG (TYP)
PROPOSED WATER SERVICE
310 FT
DRILL, HDPE WATER MAIN, 8"
359 FT
PVC C-900 WATER MAIN 8"
278 CY
TRENCH BACKFILL
CUT AND CAP EXISTING 8" WATER MAIN
CONNECTION TO EXISTING WM, 8"
R
R
R
VALVE VAULTS TO BE ABANDONED
REQUIREMENTS) 12", 20 FT
STORM SEWER (WATER MAIN
STA 29+28.89, 22.5' L
WM FITTINGS, 8", 45° ANGLE
STA 29+09.21, 14.5' L
WM FITTINGS, 8", 45° ANGLE
STA 35+37.11, 17.8' L
WM FITTINGS, 8", 22.5° ANGLE STA 29+59.87, 6.5' L
8X6 TEE
WM FITTINGS, 8"
STA 29+02.57, 6.7' L
WM FITTINGS, 8", 45° ANGLE
STA 29+37.00, 10.0' L
WM FITTINGS, 8", 45° ANGLE
INV=662.58 (NE)
EX. INV=662.58 (SW)
EX. INV=666.23
EX. INV=668.07
SANITARY
EX. 8"
SANITARY
EX. 8"
SANITARY
EX. 8"
WATER
EX. 8"
EX. INV=669.23 (NW)
EX. INV=672.06
EX. INV=674.57
677.86678.00677.00676.00676.33675.00675.43675.00675.00PR. WATERMAIN 8"
EX. PROFILE, BRIARWOOD LANE
PR. WATERMAIN 8"NOT FOR BID
7MATCHLINE STA 36+00MATCHLINE STA 42+00MATCHLINE STA 50+75.58
13
36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00
COUNTY
12/28/2023
YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 7
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/26/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
6904'8'8'10'10'4'10'4'4'OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
675.00LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
FLOOD
1% ANNUAL CHANCE12"6"6"6"4"12"4"15"3X66"10"3X42X4 36
37
38 39 40+00
41
42 68 BRIARWOOD LANE106 BRIARWOODS LANE70 BRIARWOOD CIRCLE
BR
IARWOOD
C
IRC
LE
BRIARWOOD CIRCLEEXISTING ~ BRIARWOOD CIRCLEEXISTING ~ 69 BRIARWOOD CIRCLE 71 BRIARWOOD CIRCLE 72 BRIARWOOD CIRCLE
105 BRIARWOOD CIRCLE 104 BRIARWOOD CIRCLE 103 BRIARWOOD CIRCLE
76 BRIARWOOD CIRCLE
73 BRIARWOOD CIRCLE
EX EASEMENTEX EASEMENT77 BRIARWOOD CIRCLECONNECTION 1.0" SHORT (TYP)
PROPOSED WATER SERVICE
EXISTING B-BOX TO BE REMOVED (TYP)
CAP MAIN
FIRE HYDRANT TO BE REMOVED
TRENCH BACKFILL, 5 CY
PVC C-900 WATER MAIN 6", 14 FT
STA 41+15.30, 20.7' R
FIRE HYD W/AUX V & VB
TRENCH BACKFILL, 5 CY
PVC C-900 WATER MAIN 6", 14 FT
STA 39+64.25, 21.4' R
FIRE HYD W/AUX V & VB
CAP MAIN
FIRE HYDRANT TO BE REMOVED
ABANDON EXISTING WATER MAIN
286 CY
TRENCH BACKFILL
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
75 BRIARWOOD CIRCLE
74 BRIARWOOD CIRCLE
EX. WETLAND
TO REMAIN
EXISITNG WATER MAIN
370 FT
PVC C-900 WATER MAIN 8"310 FTDRILL, HDPE WATER MAIN, 8"300 FT
DRILL, HDPE WATER MAIN, 8"
CONNECTION 1.0" LONG (TYP)
PROPOSED WATER SERVICE
CUT AND CAP EXISTING 8" WATER MAIN
CONNECTION TO EXISTING WM, 8"
R
R
R
R
VALVE VAULTS TO BE ABANDONED
VALVE VAULTS TO BE ABANDONED
STA 38+40.41, 8.3' R
WM FITTINGS, 8", 45° ANGLE
STA 38+40.01, 3.3' L
WM FITTINGS, 8", 45° ANGLE
STA 38+47.97, 7.7' R
WM FITTINGS, 8", 45° ANGLE
STA 38+62.80, 7.5' R
8X6 TEE
WM FITTINGS, 8"
STA 41+15.79, 6.2' R
8X6 TEE
WM FITTINGS, 8"STA 50+68.83, 7.3' RWM FITTINGS, 8", 45° ANGLEINV=662.78
EX. 108" CMP
EX. INV=662.37 (SE)
INV=668.20 (W)
EX. INV=668.46 (SE)
SANITARY
EX. 8"
SANITARY
EX. 8"
EX. INV=666.74
WATER
EX. 6"677.00676.00677.00677.54677.00676.00678.00677.49678.00677.00675.53676.00PR. WATERMAIN 8"
EX. PROFILE, BRIARWOOD CIRCLE
WATER LEVEL=665.6
APPROX. NORMAL
WATER TO REMAIN
EX. 8"
8" WM
CONNECT TO EXISTING
PR. WATERMAIN 8"
STA. 50+81
CONTINUE
8"
PR. HDPE WATERMAIN
8"
PR. HDPE WATERMAIN NOT FOR BID
8
MATCHLINE STA 46+50MATCHLINE STA 42+0014
42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50
COUNTY
12/28/2023
YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 8
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
690
8'4'
4'
8'8'OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
676.00LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
FLOOD
1% ANNUAL CHANCE
6"
1
8"
4"
3
X4
6"
2
X4
5
X4
10"
1
2"
6"
24"
4"
2
8"
1
2"
4"
5
X6
5
X4
42 43
44
4
5
+
00
46 BRIARWOOD CIRCLE
BRIARWOOD CIRCLEEXISTING ~ EX EASEMENTEX EASEMENTEX EASEMENTEX EASEMENTEX EASEMENTEX EASEMENT
101 BRIARWOOD CIRCLE
102 BRIARWOOD CIRCLE
100 BRIARWOOD CIRCLE 99 BRIARWOOD CIRCLE
98 BRIARWOOD CIRCLE
82 BRIARWOOD CIRCLE
83 BRIARWOOD CIRCLE
84 BRIARWOOD CIRCLE
85 BRIARWOOD CIRCLE
78 BRIARWOOD CIRCLE
77 BRIARWOOD CIRCLE
TRENCH BACKFILL, 5 CYPVC C-900 WATER MAIN 6", 14 FTSTA 41+15.30, 20.7' RFIRE HYD W/AUX V & VBTRENCH BACKFILL, 5 CY
PVC C-900 WATER MAIN 6", 13 FT
STA 46+22.00, 17.8' R
FIRE HYD W/AUX V & VB
CAP MAIN
FIRE HYDRANT TO BE REMOVED
EXISTING B-BOX TO BE REMOVED (TYP)
TRENCH BACKFILL, 5 CY
PVC C-900 WATER MAIN 6", 15 FT
STA 43+78.25, 21.0' R
FIRE HYD W/AUX V & VB
CAP MAIN
FIRE HYDRANT TO BE REMOVED
CONNECTION 1.0" SHORT (TYP)
PROPOSED WATER SERVICE
441 FT
PVC C-900 WATER MAIN 8"
348 CY
TRENCH BACKFILL
ABANDON EXISTING WATER MAIN
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
STORM SEWER (WATER MAIN REQUIEREMENTS) 12", 20 FT REQUIEREMENTS) 12", 20 FT
STORM SEWER (WATER MAIN
CONNECTION 1.0" LONG (TYP)
PROPOSED WATER SERVICE
R
R
TO BE ABANDONED
VALVE VAULTS
STA 43+79.16, 6.3' R
8X6 TEE
WM FITTINGS, 8"
STA 46+22.00, 5.3' R
8X6 TEE
WM FITTINGS, 8"
SANITARY
EX. 8"INV=665.79 (E)
EX. INV=665.39 (N)
INV=664.36 (E)
INV=664.21 (SW)
EX. INV=662.91 (NW)SANITARY
EX. 8"
SANITARY
EX. 8"
36 LF
EX. 12" S.S.
EX. INV=671.20
INV=670.47 (W)
EX. INV=670.57 (SE)
EX. INV=670.70
EX. INV=670.30
30 LF
EX. 12" S.S.INV=670.27 (SE)
INV=669.92 (NE)
EX. INV=669.22 (N)
WATER
EX. 6"675.00674.85675.00676.00675.80674.34675.28675.00675.00PR. WATERMAIN 8"
EX. PROFILE, BRIARWOOD CIRCLENOT FOR BID
9
MATCHLINE STA 50+75.58MAT
C
HLI
NE
S
T
A
4
6
+
5
0
15
50+5050+0049+5049+0048+5048+0047+5047+0046+50
COUNTY
12/28/2023
YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 9
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
6904'8'
4'
OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
675.28LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
FLOOD
1% ANNUAL CHANCE
5X621"14"2X106"6X212"6"10"2X83X6 47
48
49
50
+00
BRI
ARW
OOD CI
RCLE98 BRIARWOOD CIRCLEBRIARWOOD CIRCLEEXISTING ~
86 BRIARWOOD CIRCLE
87 BRIARWOOD CIRCLE 88 BRIARWOOD CIRCLE 89 BRIARWOOD CIRCLE 90 BRIARWOOD CIRCLE
91 BRIARWOOD CIRCLE
92 BRIARWOOD CIRCLE
94 BRIARWOOD CIRCLE95 BRIARWOOD CIRCLE96 BRIARWOOD CIRCLE97 BRIARWOOD CIRCLE
CAP MAINFIRE HYDRANT TO BE REMOVEDCAP MAINFIRE HYDRANT TO BE REMOVEDTRENCH BACKFILL, 5 CY
PVC C-900 WATER MAIN 6", 14 FT
STA 48+28.02, 20.7' R
FIRE HYD W/AUX V & VB
CAP MAIN
FIRE HYDRANT TO BE REMOVED
EXISTING B-BOX TO BE REMOVED (TYP)
CONNECTION 1.0" SHORT (TYP)
PROPOSED WATER SERVICE
ABANDON EXISTING WATER MAIN
323 CY
TRENCH BACKFILL
420 FT
PVC C-900 WATER MAIN 8"
STORM SEWER (WATER MAIN REQUIEREMENTS) 8", 20 FT
CONNECTION 1.0" LONG (TYP)
PROPOSED WATER SERVICE
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
R
VALVE VAULTS TO BE ABANDONEDSTA 38+40.41, 8.3' RWM FITTINGS, 8", 45° ANGLESTA 48+28.87, 6.3' R
8X6 TEE
WM FITTINGS, 8"
STA 50+68.83, 7.3' R
WM FITTINGS, 8", 45° ANGLE
SANITARY
EX. 8"SANITARY
EX. 8"
EX. INV=666.38 EX. INV=667.10
29 LF
EX. 8" S.S.
EX. INV=673.31EX. INV=673.54
EX. INV=673.74
WATER
EX. 6"676.00676.00676.00677.77678.00677.00676.22677.00PR. WATERMAIN 8"
EX. PROFILE, BRIARWOOD CIRCLE
STA. 38+44
CONTINUENOT FOR BID
10
MATCHLINE PAGE 3
MATCHLINE STA 32+75MA
TCHLINE STA 56+50MATCHLINE STA 62+5016
62+5062+0061+5061+0060+5060+0059+5059+0058+5058+0057+5057+0056+50
COUNTY
12/28/2023
YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 10
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
6904'6'6'4'10'
39 FT
PVC C-900 WATER MAIN 12"
OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
689.00~
BRIARWOOD LANE
LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
FOR WATER MAIN PROFIILE
**SEE SHEET 23 OF P&P
FLOOD
1% ANNUAL CHANCE 57
58
59 60+00 61
62 33 43 B
RIARWO
O
D DRIVE
42 B
RIAR
WO
O
D
DRIVE
BRIARWOOD CIRCLEEXISTING ~
BRIARWOOD CENTRAL
50 BRIARWOOD LANE
112 BRIARWOOD LANE
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 12"
ABANDON EXISTING WATER MAIN
600 FT
PVC C-900 WATER MAIN 12"
TRENCH BACKFILL, 3 CY
PVC C-900 WATER MAIN 6", 14 FT
STA 32+93.34, 23.0' L
FIRE HYD W/AUX V & VB
CAP MAIN
FIRE HYDRANT TO BE REMOVED
53 FT
PVC C-900 WATER MAIN 8"
465 CY
TRENCH BACKFILL
STORM SEWER (WATER MAIN REQUIREMENTS) 12", 20 FT
STORM SEWER (WATER MAIN REQUIREMENTS) 12", 20 FT
47 CY
TRENCH BACKFILL
R
R VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
R
R
VALVE VAULTS TO BE ABANDONED
VALVE VAULTS TO BE ABANDONEDSTA 59+06.23, 8.2' L
12X12 TEE
WM FITTINGS, 12"STA 61+93.86, 7.4' L
12X8 TEE
WM FITTINGS, 12"
8X6 TEE
WM FITTINGS, 8", STA 32+93.23, 8.9' L
EX. INV=681.5929 LF
EX. 12" S.S.
INV=681.15 (W)
EX. INV=680.90 (E)
INV=682.17 (W)
INV=680.32 (E)
EX. INV=680.27 (N)
43 LF
EX. 12" S.S.
22 LF
EX. 12" S.S.
EX. INV=673.00
EX. INV=673.76
EX. INV=674.57
WATER
EX. 12"
WATER
EX. 12"678.55677.00687.00686.23687.12688.00686.00681.37680.00682.92685.00684.01PR. WATERMAIN 12"
PR. WATERMAIN 12"
EX. PROFILE, BRIARWOOD CENTRALNOT FOR BID
11 MATCHLINE STA 68+50MATCHLINE STA 62+5017
68+5068+0067+5067+0066+5066+0065+5065+0064+5064+0063+5063+0062+50
COUNTY
12/28/2023
YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 11
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
6904'6'10'6'4'OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
677.00LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
FLOOD
1% ANNUAL CHANCE
63
64 65+00 66
67
68
BRIARWOOD CENTRAL
112 BRIARWOOD LANE BRIARWOOD CIRCLEEXISTING ~
ABANDON EXISTING WATER MAIN
382 FT
PVC C-900 WATER MAIN 12"
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 12"
452 CY
TRENCH BACKFILL
STORM SEWER (WATER MAIN REQUIREMENTS) 12", 20 FT
179 FT
CURED IN PLACE WATER MAIN LINING, 12"
STA 67+14.02, 8.5' L
WM FITTINGS, 12", 45° ANGLE
CUT AND CAP EXISTING 12" WATER MAIN
STA 67+45.46, 22.6' R
WM FITTINGS, 12", 45° ANGLE
30 LF
EX. 12" S.S.
STORM SEWER
EX. 12"
EX. INV=668.15
EX. INV=668.22
INV=667.06 (E)
EX. INV=666.76 (N)
EX. INV=667.37
30 LF
EX. 12" S.S.
EX. INV=667.44
INV=667.19 (W)
INV=667.78 (E)
EX. INV=667.53 (S)
STORM SEWER
EX. 12"
WATER
EX. 12"671.44671.00674.00673.00675.42673.00672.00671.71672.00672.21672.00PR. WATERMAIN 12"
EX. PROFILE, BRIARWOOD CENTRAL
WATERMAIN LINING, 12"
PR. CURED IN PLACE NOT FOR BID
12 MATCHLINE STA 74+00MATCHLINE STA 81+00 MATCHLINE STA 102+00
MATCHLINE STA 68+5018
74+0073+5073+0072+5072+0071+5071+0070+5070+0069+5069+0068+50
COUNTY
12/28/2023
YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 12
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
690
8'4'4'6'6'6'
1
0'
16'
206 BRIARWOOD PASS
OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
672.94672.56672.18671.81LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
WATER MAIN PROFILE
**SEE SHEET 23 OF P&P FOR
FLOOD
1% ANNUAL CHANCE
TPED675.02
5326
ELTRX1
673.22
10977
69 70+00 71 72 73 74
80+00 81 100+00
1
01 102 BRIARWOOD CENTRAL
BRIARWOOD CIRCLEEXISTING ~
BRIARWOOD LOOPEXISTING ~ BRI
A
RW
O
O
D
PA
SS113 BRIARWOOD LOOP
211 BRIARWOOD PASS
CAP MAIN
FIRE HYDRANT TO BE REMOVED
ABANDON EXISTING WATER MAIN
347 CY
TRENCH BACKFILL
134 CY
TRENCH BACKFILL
CAP MAIN
FIRE HYDRANT TO BE REMOVED
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 12"
477 FT
PVC C-900 WATER MAIN 12"
107 FT
PVC C-900 WATER MAIN 8"
181 FT
PVC C-900 WATER MAIN 8"
79 CY
TRENCH BACKFILL
EXISTING B-BOX TO BE REMOVED (TYP)
ABANDON EXISITNG WATER MAIN
CONNECTION 1.0" SHORT (TYP)
PROPOSED WATER SERVICE
ABANDON EXISTING WATER MAIN
TRENCH BACKFILL, 4 CY
PVC C-900 WATER MAIN 6", 11 FT
STA 69+70.78, 19.0' L
FIRE HYD W/AUX V & VB
EX. WETLAND
179 FT
CURED IN PLACE WATER MAIN LINING, 12"
CONNECTION 1.0" LONG (TYP)
PROPOSED WATER SERVICE
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
BRIARWOOD PASS
EXISTING ~
CUT AND CAP EXISTING 12" WATER MAIN
R
R
R
VALVE VAULTS TO BE ABANDONED
STA 69+38.80, 20.2' R
WM FITTINGS, 12", 45° ANGLE
STA 69+67.67, 8.0' L
45° ANGLE
WM FITTINGS, 12",
STA 72+49.22, 7.7' L
12X8 TEE
WM FITTINGS, 12"
STA 69+70.78, 8.0' L
12X6 TEE
WM FITTINGS, 12",
STA 72+49.22 17.5' L
45° ANGLE
WM FITTINGS, 8",
STORM SEWER
EX. 15"
EX. INV=664.40
INV=668.16 (S)
EX. INV=668.24 (N)
EX. INV=669.38
WATER
EX. 12"673.76673.78674.00674.82674.00675.00674.00674.85PR. WATERMAIN 12"
EX. PROFILE, BRIARWOOD CENTRAL
APPROX. NORMAL WATER LEVEL=665.6
WATERMAIN LINING, 12"
PR. CURED IN PLACE NOT FOR BID
MATCHLINE STA 74+00MATCHLINE STA 97+00
13
19
77+5077+0076+5076+0075+5075+0074+5074+00
COUNTY
12/28/2023
YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 13
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
6904'6'4'6'4'
10'
OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
673.76LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
WATER MAIN PROFILE
**SEE SHEET 24 OF P&P FOR
FLOOD
1% ANNUAL CHANCE
TFHH673.30
110062
ELTRX1
673.34
11315
74 75+00 76 77 78 97 BRIARWOOD CENTRAL
BRIARWOOD CIRCLEEXISTING ~
BRIARWOOD LOOPEXISTING ~ LOOPBRIARWOOD187 BRIARWOOD LOOP
ABANDON EXISTING WATER MAIN
CAP MAIN
FIRE HYDRANT TO BE REMOVED
ABANDON EXISITNG WATER MAIN
361 FT
PVC C-900 WATER MAIN 12"
60 FT
PVC C-900 WATER MAIN 8"
279 CY
TRENCH BACKFILL
TRENCH BACKFILL, 4 CY
PVC C-900 WATER MAIN 6", 12 FT
STA 75+11.88, 19.6' L
FIRE HYD W/AUX V & VB
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
STORM SEWER (WATER MAIN REQUIREMENTS) 12", 20 FT
STORM SEWER (WATER MAIN REQUIREMENTS) 12", 20 FT
56 CY
TRENCH BACKFILL
TRENCH BACKFILL, 4 CY
PVC C-900 WATER MAIN 6", 13 FT
STA 77+53.34, 21.3' L
FIRE HYD W/AUX V & VB
CUT AND CAP EXISTING 12" WATER MAIN
WM FITTINGS, 12", 45° ANGLE
CONNECTION TO EXISTING WM, 12"
R
R
VALVE VAULTS TO BE ABANDONED
STA 75+11.88, 7.9' L
12X6 TEE
WM FITTINGS, 12"
STA 77+53.34, 8.5' L
12X6 TEE
WM FITTINGS, 12"
STA 76+18.24, 8.1' L
12X8 TEE
WM FITTINGS, 8"
48 LF
EX. 12" S.S.
EX. INV=667.91
INV=667.09 (N)
INV=666.54 (W)
INV=667.29 (SE)
EX. INV=666.94 (N,E)
WATER
EX. 12"671.60672.00672.00673.00672.19673.00673.40PR. WATERMAIN 12"
EX. PROFILE, BRIARWOOD CENTRALNOT FOR BID
14MATCHLINE STA 102+0020
103+00102+50102+00
COUNTY
12/28/2023
YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 14
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
69010'7'13'8'8'4'4'210 BRIARWOOD PASS 209 BRIARWOOD PASSOF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
675.15NOTE: PROFILE SHOWS THE DEPTH OF BOTH WATER MAINS
LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
FLOOD
1% ANNUAL CHANCE
ELTRX1675.465125
102 103
207 BRIARWOOD PASS
BRIARWOOD PASSEXISTING ~
BRIARWOOD PASS
208 BRIARWOOD PASS
190 CY
TRENCH BACKFILL
CONNECTION 1.0" SHORT (TYP)
PROPOSED WATER SERVICE
EXISTING B-BOX TO BE REMOVED (TYP)
257 FT
PVC C-900 WATER MAIN 8"
ABANDON EXISTING WATER MAIN
CAP MAIN
FIRE HYDRANT TO BE REMOVED
TRENCH BACKFILL, 6 CY
PVC C-900 WATER MAIN 6", 12 FT
STA 102+91.52, 8.1' R
FIRE HYD W/AUX V & VB
R
STA 103+08.66, 12.9' L
WM FITTINGS, 8", 45° ANGLE
STA 103+06.16, 14.5' R
WM FITTINGS, 8", 45° ANGLE
STA 103+01.68, 21.3' L
WM FITTINGS, 8", 45° ANGLE
STA 102+98.28, 21.0' R
WM FITTINGS, 8", 45° ANGLE
STA 102+90.41, 20.3' R
8X6 TEE
WM FITTINGS, 8"
STA 202+82.82, 23.0' L
WM FITTINGS, 8", 45° ANGLE
STA 202+60.62, 5.3' L
22.5° ANGLE
WM FITTINGS, 8",
EX. INV=665.92
676.00676.00EX. PROFILE, BRIARWOOD PASS
PR. WATERMAIN 8"
WATER
EX. 6"NOT FOR BID
15MATCHLINE STA 81+00M ATCHLINE STA 86+50
21
86+5086+0085+5085+0084+5084+0083+5083+0082+5082+0081+5081+00
COUNTY
12/28/2023
YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 15
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
690
8'12'4'
5'10'10'114 BRIARWOOD LOOP
OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"674.00INV=665.35 (SE,S)
EX. INV=664.64 (W)
LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
FLOOD
1% ANNUAL CHANCE
TPED674.41 5370 TPED674.84 5382TPED674.70 5383
TPED674.875384
TPED673.43 5579TPED673.325580
ELTRX1 CLOSE 676.256273 ELTRX1 END673.88 5494 81
82
83
84
8
5
+0
0 86
BRIARW OOD LOOP
200 BRIARWOOD LOOP
203 BRIARWOOD LOOP204 BRIARWOOD LOOP
205 BRIARWOOD PASS
115 BRIARWOOD LOOP 116 BRIARWOOD LOOP 117 BRIARWOOD LOOP 118 BRIARWOOD LOOP 119 BRIARWOOD LOOP 120 BRIARWOOD LOOP 121 BRIARWOOD LOOP
BRIARWOOD LOOPEXISTING ~
TRENCH BACKFILL, 5 CY
PVC C-900 WATER MAIN 6", 12 FT
STA 81+07.40, 34.0' R
FIRE HYD W/AUX V & VB
EXISTING B-BOX TO BE REMOVED (TYP)
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
TRENCH BACKFILL, 5 CY
PVC C-900 WATER MAIN 6", 15 FT
STA 84+55.80, 21.6' R
FIRE HYD W/AUX V & VB
CAP MAIN
FIRE HYDRANT TO BE REMOVED
457 FT
PVC C-900 WATER MAIN 8"
ABANDON EXISTING WATER MAIN
363 CY
TRENCH BACKFILL
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
REQUIREMENTS) 12", 15 FT
STORM SEWER (WATER M AIN
STORM SEWER (WATER MAIN REQUIREMENTS) 12", 20 FT
STORM SEWER (WATER MAIN REQUIREMENTS) 12", 20 FT
EX. WETLAND
CONNECTION 1.0" LONG (TYP)
PROPOSED WATER SERVICE
CONNECTION 1.0" SHORT (TYP)
PROPOSED WATER SERVICE
140 FT
DRILL, HDPE WATER MAIN, 8"
122 BRIARWOOD AVENUELOOP
202 BRIARWOOD
LOOP
201 BRIARWOOD
R
R
R
VALVE VAULTS TO BE ABANDONEDSTA 81+13.65, 6.4' R
WM FITTINGS, 8", 45° ANGLE
STA 84+55.88, 6.5' R
8X6 TEE
WM FITTINGS, 8"
STA 81+01.01, 20.8' R
WM FITTINGS, 8", 11.25° ANGLE
INV=665.35 (SE,S)
EX. INV=664.64 (W)
SANITARY
EX. 8"
INV=656.72 (S)
EX. INV=656.77 (E,NW)
SANITARY
EX. 12"
INV=657.30 (E)
EX. INV=657.40 (N)
SANITARY
EX. 12"
INV=657.77 (NW)
EX. INV=657.62 (SE)
SANITARY
EX. 12"
INV=668.03 (NW)
EX. INV=668.08 (NE)
STORM SEWER
EX. 12"
INV=665.73 (E)
EX. INV=664.28 (S)
STORM SEWER
EX. 21"
EX. INV=663.96
EX. INV=665.18WATER
EX. 6"673.00672.00673.00674.00673.49671.67671.00670.33674.18674.38675.00PR. WATERMAIN 8"
EX. PROFILE, BRIARWOOD LOOP
APPROX. NORMAL WATER LEVEL=665.6
SECTION=663.83
EX. 36" METAL ENDNOT FOR BID
16
MATCHLINE PAGE 17
MATCHLINE STA 86+50
MATCHLINE STA 88+00
22
109+00108+50108+00107+50107+00106+50106+00105+50105+00
COUNTY
12/28/2023
YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 16
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
690
10
'
5
'
14
'5'4'12'
12'8'8'4'4'
138 BRIARWOOD AVENUE
123 BRIARWOOD AVENUE 124 BRIARWOOD AVENUE 125 BRIARWOOD AVENUE 126 BRIARWOOD AVENUE 127 BRIARWOOD AVENUE 128 BRIARWOOD AVENUE
129 BRIARWOOD AVENUE
OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
WATER MAIN PROFILE FOR
**SEE SHEET 24 OF P&P
FLOOD
1% ANNUAL CHANCE ELTRX1677.446936
ELTRX1674.367056
105+00
106
107
108
109 87 88 BRIARWOOD LOOPBRIARWOOD AVENUE
BRIARWOOD AVENUEEXISTING ~
BRIARWOOD LOOPEXISTING ~
199 BRIARWOOD LOOP
198 BRIARWOOD LOOP
197 BRIARWOOD LOOP
135 BRIARWOOD AVENUE 134 BRIARWOOD AVENUE 133 BRIARWOOD AVENUE 132 BRIARWOOD AVENUE
131 BRIARWOOD AVENUE
129 BRIARWOOD AVENUE128 BRIARWOOD AVENUE127 BRIARWOOD AVENUE126 BRIARWOOD AVENUE125 BRIARWOOD AVENUE124 BRIARWOOD AVENUE123 BRIARWOOD AVENUE
130 BRIARWOOD AVENUE
CAP MAIN
FIRE HYDRANT TO BE REMOVED
ABANDON EXISTING WATER MAIN
EXISTING B-BOX TO BE REMOVED (TYP)
TRENCH BACKFILL, 8 CY
PVC C-900 WATER MAIN 6", 22 FT
STA 109+03.23, 5.4' R
FIRE HYD W/AUX V & VB
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
151 FT
PVC C-900 WATER MAIN 8"
119 CY
TRENCH BACKFILL
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
REQUIREMENTS) 21", 20 FT
STORM SEWER (WATER MAIN
REQUIREMENTS) 12", 25 FT
STORM SEWER (WATER MAIN
REQUIREMENTS) 12", 15 FT
STORM SEWER (WATER MAIN
519 FT
PVC C-900 WATER MAIN 8"
373 CY
TRENCH BACKFILL
122 BRIARWOOD AVENUE
CONNECTION 1.0" LONG (TYP)
PROPOSED WATER SERVICE
CONNECTION 1.0" SHORT (TYP)
PROPOSED WATER SERVICE
AVENUE
136 BRIARWOOD
AVENUE
137 BRIARWOOD
R
R
R
R
VALVE VAULTS TO BE ABANDONED
BE ABANDONED
TOVALVE VAULTS
STA 87+18.80, 9.9' R
8X8 TEE
WM FITTINGS, 8"
STA 109+05.31, 27.5' R
8X6 TEE
WM FITTINGS, 8"
STA 109+23.88, 25.9' R
WM FITTINGS, 8", 45° ANGLE
STA 109+33.94, 34.3' R
WM FITTINGS, 8", 45° ANGLE
EX. INV=666.17INV=665.50 (E,SW,NW)
EX. INV=665.33 (N,S)EX. INV=665.18
36 FT
EX. 12" S.S.
26 LF
EX. 12" S.S.
SANITARY
EX. 12"
EX. INV=658.07
EX. INV=664.46
WATER
EX. 6"674.00674.54674.00673.00673.43675.00672.00670.23671.00PR. WATERMAIN 8"
EX. PROFILE, BRIARWOOD AVENUENOT FOR BID
17
MATCHLINE STA 200+50MATCHLINE PAGE 1623
202+00201+50201+00200+50
COUNTY
12/28/2023
YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 17
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
690
4'
8'
8
'4'8
'153 BRIARWOOD NORTH
OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
675.00LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
WATER MAIN PROFILE
**SEE SHEET 24 OF P&P FOR
FOR PROFILE
SEE SHEET 24 OF P&P
FLOOD
1% ANNUAL CHANCEELTRX1 CLOSE678.587528 201 202 132 BRIARWOOD AVENUEBRIARWOOD NORTHEXISTING ~ BRIARWOOD NORTH145 BRIARWOOD NORTH
146 BRIARWOOD NORTH
147 BRIARWOOD NORTH
148 BRIARWOOD NORTH
151 BRIARWOOD NORTH
149 BRIARWOOD NORTH
EX EASEMENT
EX EASEMENT
EX EASEMENTEX EASEMENT152 BRIARWOOD NORTH
TRENCH BACKFILL, 5 CY
PVC C-900 WATER MAIN 6", 15 FT
STA 201+81.05, 7.1' R
FIRE HYD W/AUX V & VB
CAP MAIN
FIRE HYDRANT TO BE REMOVED
(DEBRIS COLLAPSED)
STORM SEWER (WATER MAIN REQUIREMENTS) 12", 20 FT
183 CY
TRENCH BACKFILL
ABANDON EXISTING WATER MAIN
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
REQUIREMENTS) 12", 20 FT
STORM SEWER (WATER MAIN
CONNECTION 1.0" SHORT (TYP)
PROPOSED WATER SERVICE
EXISTING B-BOX TO BE REMOVED (TYP)
439 FT
PVC C-900 WATER MAIN 8"
ABANDON EXISTING WATER MAIN
CONNECTION 1.0" LONG (TYP)
PROPOSED WATER SERVICE
R
R
VALVE VAULTS TO BE ABANDONED
STA 201+67.05, 17.1' L
WM FITTINGS, 8", 45° ANGLE
STA 201+71.05, 15.6' 6
WM FITTINGS, 8", 45° ANGLE
STA 201+94.19, 7.4' L
WM FITTINGS, 8", 45° ANGLE
STA 201+95.54, 12.4' R
WM FITTINGS, 8", 45° ANGLE
STA 201+87.43, 21.7' R
WM FITTINGS, 8", 45° ANGLE
STA 201+82.19, 22.1' R
8X6 TEE
WM FITTINGS, 8"
STA 201+83.8, 16.4' L
WM FITTINGS, 8", 45° ANGLE
SANITARY
EX. 12"EX. INV=665.14 EX. INV=665.43
SANITARY
EX. 12"
INV=671.88 (NE)
EX. INV=672.58 (SW)
WATER
EX. 6"675.00676.00676.00PR. WATERMAIN 8"
EX. PROFILE, BRIARWOOD NORTH
STORM SEWER
EX. 12" NOT FOR BID
MATCHLI
NE STA
1
1
7
+0
0
18
24
117+00 117+50 118+00
COUNTY
12/28/2023
YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 18
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
6904'19'8'
4'
14'
1
2'
1
3'12'13'4'
158 BRIARWOOD N DRIVE
OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
675.83NOTE: PROFILE SHOWS THE DEPTH OF BOTH WATER MAINS
LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
WATER MAIN PROFILE
**SEE SHEET 25 OF P&P FOR
FOR PROFILE
SEE SHEET 25 OF P&P
CUT AND CAP EXISTING 6" WATER MAINELTRX1679.06
8132
ELTRX1
685.90
8655
117 118 EX EASEMENT
EX EASEMENT
BRIARWOOD N DRIVEBRIARWOOD N DRIVEEXISTING ~
157 BRIARWOOD N DRIVE
156 BRIARWOOD N DRIVE
155 BRIARWOOD N DRIVE
161 BRIARWOOD N DRIVE
160 BRIARWOOD N DRIVE
159 BRIARWOOD N DRIVE
CONNECTION 1.0" SHORT (TYP)
PROPOSED WATER SERVICE
EXISTING B-BOX TO BE REMOVED (TYP)
315 FT
PVC C-900 WATER MAIN 8"
TRENCH BACKFILL, 9 CY
PVC C-900 WATER MAIN 6", 19 FT
STA 118+55.60, 2.6' R
FIRE HYD W/AUX V & VB
CAP MAIN
FIRE HYDRANT TO BE REMOVED
ABANDON EXISTING WATER MAIN
232 CY
TRENCH BACKFILL
CONNECTION 1.0" LONG (TYP)
PROPOSED WATER SERVICE
ABANDON EXISTING WATER MAIN
348 FT
DRILL, HDPE WATER MAIN, 8"
11.25° ANGLE
WM FITTINGS, 8"
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
R
R
PVC C-900 WATER MAIN 8", 15 FT
CONNECTION TO EXISTING WM, 8"
BE ABANDONED
VALVE VAULTS TO
STA 118+55.07, 21.7' R
8X6 TEE
WM FITTINGS, 8"
STA 118+66.83, 22.0' R
WM FITTINGS, 8", 45° ANGLE
STA 118+78.35, 10.9' R
WM FITTINGS, 8", 45° ANGLE
STA 108+78.76, 8.0' L
WM FITTINGS, 8", 45° ANGLE
STA 118+71.05, 16.1' L
WM FITTINGS, 8", 45° ANGLE
STA 117+79.17, 21.0' R
WM FITTINGS, 8", 45° ANGLE
STA 117+84.84, 14.6' R
WM FITTINGS, 8", 45° ANGLE
EX. INV=665.94SANITARY
EX. 12"
WATER
EX. 6"676.27676.00PR. WATERMAIN 8"
EX. PROFILE, BRIARWOOD N. DRIVENOT FOR BID
M
ATCHLI
NE STA 200+50MATCHLINE STA 110+50MATCHLINE STA 117+00
19
25
117+00116+50116+00115+50115+00114+50114+00113+50113+00112+50112+00111+50111+00
COUNTY
12/28/2023
YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 19
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
6904'8'
12'13'10'8'4'
1
0
'
1
3
'10'13'10'
4'
OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
672.24LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
WATER MAIN PROFILE
**SEE SHEET 25 OF P&P FOR
FLOOD
1% ANNUAL CHANCE
ELTRX1 ST 678.04 8373ELTRX1 ST 675.26 7308 111
112
113
114
115
+00
116
117 200+00 BRIARWOOD N DRIVE
BRIARWOOD N DRIVEEXISTING ~
170 BRIARWOOD N DRIVE 169 BRIARWOOD N DRIVE 168 BRIARWOOD N DRIVE 167 BRIARWOOD N DRIVE
166 BRIARWOOD N DRIVE 165 BRIARWOOD N DRIVE
164 BRIARWOOD N DRIVE
163 BRIARWOOD N DRIVE
162 BRIARWOOD N DRIVE
139 BRIARWOOD N DRIVE 140 BRIARWOOD N DRIVE
141 BRIARWOOD N DRIVE 142 BRIARWOOD N DRIVE 143 BRIARWOOD N DRIVE
144 BRIARWOOD N DRIVE
154 BRIARWOOD N DRIVE
EX EASEMENTEX EASEMENTVV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
VALVE VAULTS TO BE REMOVED
TRENCH BACKFILL, 9 CY
PVC C-900 WATER MAIN 6", 20 FT
STA 113+75.93, 21.1' R
FIRE HYD W/AUX V & VB
CAP MAIN
FIRE HYDRANT TO BE REMOVED VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
STORM SEWER (WATER MAIN REQUIREMENTS) 12", 20 FT
STORM SEWER (WATER MAIN REQUIREMENTS) 12", 20 FT
CONNECTION 1.0" SHORT (TYP)
PROPOSED WATER SERVICE
EXISTING B-BOX TO BE REMOVED (TYP)
ABANDON EXISTING WATER MAIN
703 FT
PVC C-900 WATER MAIN 8"
557 CY
TRENCH BACKFILL
REQUIREMENTS) 12", 20 FT
STORM SEWER (WATER MAIN
CONNECTION 1.0" LONG (TYP)
PROPOSED WATER SERVICE
R
R
R
VALVE VAULTS TO BE ABANDONED
STA 115+39.95, 2.1' R
8X8 TEE
WM FITTINGS, 8"
STA 113+75.82, 1.3' R
8X6 TEE
WM FITTINGS, 8"
SANITARY
EX. 12"
INV=663.97 (W)
EX. INV=663.87 (E)SANITARY
EX. 12"
INV=664.97 (S,W)
EX. INV=664.82 (E)
STORM SEWER
EX. 15"
INV=668.45 (NW)
EX. INV=668.30 (E)
INV=668.44 (E)
EX. INV=668.48 (S)
8 FT
EX. 12" S.S.
30 FT
EX. 12" S.S.
EX. INV=669.38
46 FT
EX. 12" S.S.
INV=668.69 (W)
EX. INV=668.78 (E,NE)
EX. INV=671.42
55 FT
EX. 12" S.S.
INV=671.13 (W)
EX. INV=671.18 (E)
EX. INV=671.17
WATER
EX. 6"675.00675.00675.00674.00675.00675.39675.83674.00673.12674.00673.00673.00PR. WATERMAIN 8"
EX. PROFILE, BRIARWOOD N. DRIVENOT FOR BID
MATCHLINE STA 91+50MATCHLINE
S
TA
8
8
+
0
0
MATCHLINE STA 110+50
20
26
91+5091+0090+5090+0089+5089+0088+5088+00
COUNTY
12/28/2023
YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 20
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
69010'
1
2'
1
3'
10
'11
'
13
'14'5'4'
4
'4'4'
CAP MAIN
FIRE HYDRANT TO BE REMOVED
OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
EX. INV=661.10
EX. INV=667.34 (N,S)
EX. INV=667.25
671.00WATER MAIN PROFILE
**SEE PAGE 25 FOR
LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
WATER MAIN PROFILE
**SEE SHEET 25 OF P&P FOR
FOR PROFILE
SEE SHEET 25 OF P&P
FLOOD
1% ANNUAL CHANCE
STA 91+49.79, 87.1' L
WM FITTINGS, 8", 45° ANGLE
STA 91+39.16, 69.3' L
WM FITTINGS, 8", 45° ANGLE
ELTRX1 CLOSE671.02
1206
4 110+00 88
89
90+00 91
BRIARWOOD LOOPEXISTING ~ BRIARWOOD LOOP
BRIARWOOD LOOPEXISTING ~
196 BRIARWOOD LOOP 195 BRIARWOOD LOOP 194 BRIARWOOD LOOP
172 BRIARWOOD LOOP 173 BRIARWOOD LOOP
174 BRIARWOOD LOOP
175 BRIARWOOD LOOP
176 BRIARWOOD LOOP
580 CY
TRENCH BACKFILL
TRENCH BACKFILL, 4 CY
PVC C-900 WATER MAIN 6", 12 FT
STA 88+31.36, 22.2' R
FIRE HYD W/AUX V & VB
STORM SEWER (WATER MAIN REQUIREMENTS) 12", 20 FT
REQUIREMENTS) 21", 20 FT
STORM SEWER (WATER MAIN
REQUIREMENTS) 12", 20 FT
STORM SEWER (WATER MAIN
ABANDON EXISTING WATER MAIN
ABANDON EXISITNG WATER MAIN
REQUIREMENTS) 8", 20 FT
STORM SEWER (WATER MAIN
REQUIREMENTS) 8", 20 FT
STORM SEWER (WATER MAIN
CONNECTION 1.0" SHORT (TYP)
PROPOSED WATER SERVICE
EXISTING B-BOX TO BE REMOVED (TYP)
TRENCH BACKFILL, 7 CY
PVC C-900 WATER MAIN 6", 17 FT
STA 91+37.92, 103.5' L
FIRE HYD W/AUX V & VB
CAP MAIN
FIRE HYDRANT TO BE REMOVED
REQUIREMENTS) 12", 20 FT
STORM SEWER (WATER MAIN
686 FT
PVC C-900 WATER MAIN 8"
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
CONNECTION 1.0" LONG (TYP)
PROPOSED WATER SERVICE
LOOP
177 BRIARWOOD
R
R
R
R
VALVE VAULTS TO BE ABANDONED
R
STA 88+31.36, 9.9' R
8X6 TEE
WM FITTINGS, 8"
STA 91+04.87, 7.4' R
WM FITTINGS, 8", 45° ANGLE
STA 91+42.33, 9.7' L
WM FITTINGS, 8", 45° ANGLE
STA 91+47.27, 124.2' L
WM FITTINGS, 8", 45° ANGLE
STA 91+42.31, 131.2' L
WM FITTINGS, 8", 45° ANGLE
STA 91+15.74, 123.3' L
WM FITTINGS, 8", 45° ANGLE
STA 91+14.00, 86.2' L
45° ANGLE
WM FITTINGS, 8"
STA 91+20.59, 130.6' L
WM FITTINGS, 8", 45° ANGLE
STA 91+23.74, 70.9' L
45° ANGLE
WM FITTINGS, 8"
STA 91+22.32, 11.96' L
WM FITTINGS, 8", 45° ANGLE
STA 89+68.41, 6.86' R
8X8 TEE
WM FITTINGS, 8"
EX. INV=663.66
SANITARY
EX. 12"
INV=662.49 (NW)
EX. INV=662.84 (S,W)
SANITARY
EX. 12"
EX. INV=662.22
EX. INV=661.10
SANITARY
EX. 12"
STORM SEWER
EX. 21"
INV=666.99 (S)
INV=667.09 (W)
EX. INV=667.44 (NE,SW)
EX. INV=667.89
28 LF
EX. 12" S.S.
15 LF
EX. 12" S.S.
35 LF
EX. 12" S.S.
EX. INV=667.26
INV=667.41 (SW)
EX. INV=667.61 (E)
29 LF
EX. 8" S.S.
EX. INV=666.66INV=667.01 (W)
EX. INV=667.81 (NE)
STORM SEWER
EX. 8"
EX. INV=667.34 (N,S)
32 LF
EX. 12" S.S.670.10669.26671.01671.41671.43669.89670.91WATER
EX. 6"
PR. WATERMAIN 8"
EX. PROFILE, BRIARWOOD LOOPNOT FOR BID
MAT
C
HLI
NE ST
A 91
+50 MATCHLINE STA 97+0021
27
91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00 95+50 96+00 96+50 97+00 97+50
COUNTY
12/28/2023
YC
YCFILE NAME =
F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Plan & Profile.dgn
Sheet 21
USER NAME
PLOT SCALE
ycontreras=
40.0000 ' / in.
1/25/2024PLOT DATE
=
=
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA.TO STA.
RTE.SECTION
ILLINOIS
SHEETS
TOTAL SHEET
NO.
FED. AID PROJECTPLOTTEDPROFILENOTE BOOKNO.STRUCTURE NOTAT'NS CH'KDB.M. NOTEDGRADES CHECKEDSURVEYEDBYDATEPLANNOTE BOOKNO.SURVEYEDPLOTTEDALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEBYDATEF.A.U.
51
JL
VILLAGE OF OAK BROOK PLAN AND PROFILE
BRIARWOOD LAKES WATERMAIN IMPROVEMENTS
DUPAGE
1"=20'25
650
655
660
665
670
675
680
685
690
650
655
660
665
670
675
680
685
690
8'8'1
0
'
4'
4'
180 BRIARWOOD LOOP 181 BRIARWOOD LOOP 182 BRIARWOOD LOOP 183 BRIARWOOD LOOP 184 BRIARWOOD LOOP 185 BRIARWOOD LOOP 186 BRIARWOOD LOOP
OF THE LOWER PIPE.
THE BOTTOM OF THE HIGHER PIPE AND THE TOP
MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
A STORM OR SANITARY SEWER MUST HAVE A
ALL LOCATIONS WHERE THE WATERMAIN CROSSES
670.91LEGEND
WATER MAIN LINING
CURED IN PLACE
DRILL, HDPE WATER MAIN
EXISTING EASEMENT
FLOOD
1% ANNUAL CHANCE
ELTRX1670.9512392
ELTRX1672.2412610
ELTRX1672.2212613
92
93 94
95+00
96
97
BRIARWOOD
LOOP
BRIARWOOD LOOPEXISTING ~
193 BRIARWOOD LOOP 192 BRIARWOOD LOOP
191 BRIARWOOD LOOP
190 BRIARWOOD LOOP 189 BRIARWOOD LOOP 188 BRIARWOOD LOOP
178 BRIARWOOD LOOP
179 BRIARWOOD LOOP
180 BRIARWOOD LOOP 181 BRIARWOOD LOOP 182 BRIARWOOD LOOP 183 BRIARWOOD LOOP 184 BRIARWOOD LOOP 185 BRIARWOOD LOOP 186 BRIARWOOD LOOP
555 FT
PVC C-900 WATER MAIN 8"
TRENCH BACKFILL, 6 CY
PVC C-900 WATER MAIN 6", 14 FT
STA 94+49.70, 20.2' L
FIRE HYD W/AUX V & VB
CAP MAIN
FIRE HYDRANT TO BE REMOVED
437 CY
TRENCH BACKFILL
STORM SEWER (WATER MAIN REQUIREMENTS) 12", 25 FT
STORM SEWER (WATER MAIN REQUIREMENTS) 12", 20 FT
CONNECTION 1.0" SHORT (TYP)
PROPOSED WATER SERVICE
EXISTING B-BOX TO BE REMOVED (TYP)
ABANDON EXISTING WATER MAIN
VV, TA, 5' DIA, T1F, CL
WATER VALVES, 8"
CONNECTION 1.0" LONG (TYP)
PROPOSED WATER SERVICE
R
STA 91+64.61, 7.5' R
45° ANGLE
WM FITTINGS, 8"
STA 94+49.68, 6.0' L
8X6 TEE
WM FITTINGS, 8"
INV=661.68 (E)
EX. INV=661.78 (W)
SANITARY
EX. 12"
SANITARY
EX. 12"
EX. INV=661.43
SANITARY
EX. 12"EX. INV=660.59
EX. INV=667.25
30 LF
EX. 12" S.S.
EX. INV=668.22
INV=667.79 (E)
EX. INV=667.94 (N)INV=667.28 (E)
EX. INV=667.38 (W)
25 LF
EX. 12" S.S.
STORM SEWER
EX. 12"
INV=667.29 (S)
EX. INV=668.84 (N)
INV=666.05 (S)
INV=666.15 (E)
EX. INV=666.85 (N)
25 LF
EX. 21" S.S.
INV=667.50 (S)
EX. INV=667.60 (N)
INV=667.09 (N)
INV=666.54 (W)
INV=667.29 (SE)
EX. INV=666.94 (N,E)
10 LF
EX. 12" S.S.
EX. INV=666.81
WATER
EX. 6"
WATER
EX. 6"670.00671.00670.00671.00670.62671.00671.42671.00671.21671.00672.00671.81PR. WATERMAIN 8"
PR. WATERMAIN 8"
EX. PROFILE, BRIARWOOD LOOPNOT FOR BID
NOT FOR BID
NOT FOR BID
NOT FOR BID
NOT FOR BID
NOT FOR BID
1
MATCHLINE STA 11+00
MATCHLI
NE STA
1
1
+0
0 MAT
CHLI
NE
S
T
A
2
1
+
0
0
MATCHLINE STA 16+00
TOP OF PAGE 3
MATCHLINE
33
REMOVAL AND REPLACEMENT / LANDSCAPING / EROSION CONTROL
-
-
-
-
-
-
-
-
F.A.P
SHEET OF SHEETS STA. TO STA.
SCALE:
CONTRACT NO.
VILLAGE OF OAK BROOK
YC
YC
12/28/2023
JLF:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Removal & Restoration.dgnFILE NAME = ycontrerasUSER NAME =
PLOT SCALE =40.0000 ' / in.
PLOT DATE =1/25/2024
DESIGNED
DRAWN
CHECKED
DATE
REVISED
REVISED
REVISED
REVISED
RTE.SECTION
ILLINOIS
COUNTY NO.SHEETS
TOTAL SHEET
51
BRIARWOOD LAKES WATER MAIN IMPROVEMENTS
DUPAGE
1"=20'118'4'4'5'5'4'
8'
4'4'
10' 10+00 11BLA, Inc.
20+00
21
11 12
13
14
15
+00
1
6
INLET FILTERS
LEGEND
PARKWAY RESTORATION
(PAID FOR AS TEMPORARY FENCE)
TREE PROTECTION
BRIARWOOD DRIVEEXISTING ~
TREE PROTECTION (TYP)
CLASS D PATCHES, TYPE IV, 6 INCH
CURB AND GUTTER REMOVAL AND REPLACEMENT, 7 LF
BRIARWOOD DRIVEAND REPLACEMENT, 6 LF
CURB AND GUTTER REMOVAL
24 BRIARWOOD DRIVE 23 BRIARWOOD DRIVE 22 BRIARWOOD DRIVE
21 BRIARWOOD DRIVE
25 BRIARWOOD DRIVE
20 BRIARW OOD DRIVE
EX EASEMENT
EX EASEMENT
EX EASEMENT
EX EASEMENTEX EASEMENTPERIMETER EROSION BARRIER
TREE REMOVAL
10" TREE REMOVAL
REPLACEMENT (HMA) (TYP)
DRIVEWAY REMOVAL AND
(TYP)
PARKWAY RESTORATION
(TYP)
PERIMETER EROSION BARRIER
EX. WETLAND
1% ANNUAL CHANCE FLOOD
BRI
ARWOOD DRI
VEEXI
STI
NG CLASS D PATCHES, TYPE I
V,
6 I
NCHBRIARW OOD DRIVE
BRIARWOOD DRIVEEXISTING ~ TREE PROTECTION (TYP)
INLET FILTERS (TYP)
TYPE IV, 6 INCH
CLASS D PATCHES,
AND REPLACEMENT, 6 LF
CURB AND GUTTER REMOVAL
AND REPLACEMENT, 6 LF
CURB AND GUTTER REMOVAL
AND REPLACEMENT, 6 LF
CURB AND GUTTER REMOVAL
DRIVE
26 BRIARWOOD
27 BRIARWOOD DRIVE
28 BRIARWOOD DRIVE 29 BRIARWOOD DRIVE 30 BRIARWOOD DRIVE 31 BRIARWOOD DRIVE 32 BRIARWOOD DRIVE 33 BRIARWOOD DRIVE 34 BRIARWOOD DRIVE
15 BRIARWOOD DRIVE16 BRIARWOOD DRIVE17 BRIARWOOD DRIVE18 BRIARWOOD DRIVE
19 BRIARWOOD DRIVE
20 BRIARWOOD DRIVE EX EASEMENT(TYP)
PARKWAY RESTORATION
REPLACEMENT (HMA) (TYP)
DRIVEWAY REMOVAL AND
(TYP)
PERIMETER EROSION BARRIER
EX EASEMENTEX EASEMENTEX EASEMENT24" TREE REMOVAL!
AND REPLACEMENT, 6 LF
CURB AND GUTTER REMOVALNOT FOR BID
2MA
T
C
H
LI
N
E ST
A 2
1
+0
0 BOTTOM PAGE 5
M ATCHLINE
MATCHLINE STA 16+00MATCHLINE STA 56+50
34REMOVAL AND REPLACEMENT / LANDSCAPING / EROSION CONTROL
-
-
-
-
-
-
-
-
F.A.P
SHEET OF SHEETS STA. TO STA.
SCALE:
CONTRACT NO.
VILLAGE OF OAK BROOK
YC
YC
12/28/2023
JLF:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Removal & Restoration.dgnFILE NAME = ycontrerasUSER NAME =
PLOT SCALE =40.0000 ' / in.
PLOT DATE =1/25/2024
DESIGNED
DRAWN
CHECKED
DATE
REVISED
REVISED
REVISED
REVISED
RTE.SECTION
ILLINOIS
COUNTY NO.SHEETS
TOTAL SHEET
51
BRIARWOOD LAKES WATER MAIN IMPROVEMENTS
DUPAGE
1"=20'1110'10'5'
4'4'
4'20'
5'8'4'4'PARKWAY RESTORATION
(PAID FOR AS TEMPORARY FENCE)
TREE PROTECTION
INLET FILTERS
LEGEND
46 BRIARWOOD DRIVE 48 BRIARWOOD DRIVE
PERIMETER EROSION BARRIER
TREE REMOVAL
1% ANNUAL CHANCE FLOOD
21
22
23
24
BLA, Inc. 55+00 56 16
17 18
BRIARWOOD DRIVE
14 BRIARWOOD DRIVE
AND REPLACEMENT, 10 LF
CURB AND GUTTER REMOVAL
TYPE IV, 6 INCH
CLASS D PATCHES,
BRIARWOOD DRIVEEXISTING ~ BRIARWOOD CENTRALBRIARWOOD CENTRALEXISTING ~
13 BRIARWOOD DRIVE 12 BRIARWOOD DRIVE
47 BRIARWOOD DRIVE
AND REPLACEMENT, 6 LF
CURB AND GUTTER REMOVALREPLACEMENT (HMA) (TYP)
DRIVEWAY REMOVAL AND
(TYP)
PARKWAY RESTORATION
(TYP)
PERIMETER EROSION BARRIER
IL-83IL-83INLET FILTERS (TYP)
TREE PROTECTION (TYP)
TYPE IV, 6 INCH
CLASS D PATCHES,
BRIARWOOD DRIVEEXISTING ~ BRI
ARWOOD DRI
VEAND REPLACEMENT, 6 LF
CURB AND GUTTER REMOVAL
AND REPLACEMENT, 6 LF
CURB AND GUTTER REMOVAL
AND REPLACEMENT, 6 LF
CURB AND GUTTER REMOVAL
34 BRIARWOOD DRIVE
43 BRIARWOOD DRIVE
44 BRIARWOOD DRIVE45 BRIARWOOD DRIVE
42 BRIARWOOD DRIVE
41 BRIARWOOD DRIVE
40 BRIARWOOD DRIVE39 BRIARWOOD DRIVE38 BRIARWOOD DRIVE37 BRIARWOOD DRIVE36 BRIARWOOD DRIVE35 BRIARWOOD DRIVE
REPLACEMENT (HMA) (TYP)
DRIVEWAY REMOVAL AND
(TYP)
PARKWAY RESTORATION
E
X
E
AS
E
ME
NT
E
X
E
AS
E
ME
NTNOT FOR BID
3 MATCHLINE STA 28+00BOTTOM OF
P
AGE
1MATCHLINE
MATCHLINE STA 32+75MATCHLINE STA 36+00
MA
T
C
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N
E S
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A 2
8
+0
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35REMOVAL AND REPLACEMENT / LANDSCAPING / EROSION CONTROL
-
-
-
-
-
-
-
-
F.A.P
SHEET OF SHEETS STA. TO STA.
SCALE:
CONTRACT NO.
VILLAGE OF OAK BROOK
YC
YC
12/28/2023
JLF:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Removal & Restoration.dgnFILE NAME = ycontrerasUSER NAME =
PLOT SCALE =40.0000 ' / in.
PLOT DATE =1/25/2024
DESIGNED
DRAWN
CHECKED
DATE
REVISED
REVISED
REVISED
REVISED
RTE.SECTION
ILLINOIS
COUNTY NO.SHEETS
TOTAL SHEET
51
BRIARWOOD LAKES WATER MAIN IMPROVEMENTS
DUPAGE
1"=20'11 4'8'4
'4'6'8'4'4'
10'4'
25+00
26
27
28BLA, Inc. 35+00 36 28
29
30+00
31
32PARKWAY RESTORATION
INLET FILTERS
(PAID FOR AS TEMPORARY FENCE)
TREE PROTECTION
LEGEND
TREE PROTECTION (TYP)TYPE IV, 6 INCH
CLASS D PATCHES,
INLET FILTERS (TYP)
AND REPLACEMENT, 6 LF
CURB AND GUTTER REMOVAL
AND REPLACEMENT, 6 LF
CURB AND GUTTER REMOVAL
60 BRIARWOOD LANE 61 BRIARWOOD LANE 62 BRIARWOOD LANE 63 BRIARWOOD LANE 64 BRIARWOOD LANE 65 BRIARWOOD LANE 66 BRIARWOOD LANE
50 BRIARWOOD LANE 58 BRIARWOOD LANE 57 BRIARWOOD LANE 56 BRIARWOOD LANE 55 BRIARWOOD LANE
6
7
BRI
ARWOOD LANE31 BRI
ARWOOD DRI
VE3
2 BRI
ARWOOD DRI
VEBRIARWOOD
LANE
BRIARWOOD LANEEXISTING ~
E X E ASE ME NT
E X E AS E ME NT EX EASEMENTEX EASEMENTEX EASEMENTEX EASEMENTPERIMETER EROSION BARRIER
24" TREE REMOVAL
24" TREE REMOVAL
TREE REMOVAL
(TYP)
PARKWAY RESTORATION
REPLACEMENT (HMA) (TYP)
DRIVEWAY REMOVAL AND
AND REPLACEMENT (TYP)
BRICK PAVEMENT REMOVAL
(TYP)
P
ERI
METER EROSI
ON BARRI
ER(TYP)
PERIMETER EROSION BARRIER
1% ANNUAL CHANCE FLOOD
INLET FILTERS (TYP)
TREE PROTECTION (TYP)
BRIARWOOD DRIVEEXISTING ~
(TYP)
PARKWAY RESTORATION
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
TYPE IV, 6 INCH
CLASS D PATCHES,
51 BRIARWOOD LANE52 BRIARWOOD LANE53 BRIARWOOD LANE54 BRIARWOOD LANE
67 BRIARWOOD LANE
68 BRIARWOOD LANE
111 BRIARWOODS LANE
106 BRIARWOODS LANE 107 BRIARWOOD LANE 108 BRIARWOOD LANE
BRIARWOOD LANE
109 BRIARWOOD LANE 110 BRIARWOOD LANE
BRIARWOOD CIRCLEBRIARWOOD CIRCLEEXISTING ~ 112 BRIARWOOD LANE21 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
REPLACEMENT (HMA) (TYP)
DRIVEWAY REMOVAL AND
30 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER NOT FOR BID
4MATCHLINE STA 36+00MATCHLINE STA 42+00MATCHLINE STA 47+00MATCHLINE STA 42+00MATCHLINE STA 50+75.58
36REMOVAL AND REPLACEMENT / LANDSCAPING / EROSION CONTROL
-
-
-
-
-
-
-
-
F.A.P
SHEET OF SHEETS STA. TO STA.
SCALE:
CONTRACT NO.
VILLAGE OF OAK BROOK
YC
YC
12/28/2023
JLF:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Removal & Restoration.dgnFILE NAME = ycontrerasUSER NAME =
PLOT SCALE =40.0000 ' / in.
PLOT DATE =1/25/2024
DESIGNED
DRAWN
CHECKED
DATE
REVISED
REVISED
REVISED
REVISED
RTE.SECTION
ILLINOIS
COUNTY NO.SHEETS
TOTAL SHEET
51
BRIARWOOD LAKES WATER MAIN IMPROVEMENTS
DUPAGE
1"=20'11 4'4'4'10'4'4'4'
PARKWAY RESTORATION
INLET FILTERS
(PAID FOR AS TEMPORARY FENCE)
TREE PROTECTION
LEGEND
PERIMETER EROSION BARRIER
TREE REMOVAL
1% ANNUAL CHANCE FLOOD12"6"6"6"4"12"4"15"3X66"6"10"3X42X4 36
37
38 39 40+00
41
42BLA, Inc.
6"
18"
4"
3
X4
6"
2
X4
5
X4
1
0"
1
2"
6"
24"
4"
2
8"
12"
4"
5
X6
5
X4
42 43
44
45
+
00
46106 BRIARWOODS LANE70 BRIARWOOD CIRCLE
BR
IARWOOD
C
IRC
LE
BRIARWOOD CIRCLEEXISTING ~
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTERBRIARWOOD CIRCLEEXISTING ~ TYPE IV, 6 INCH
CLASS D PATCHES,
69 BRIARWOOD CIRCLE 71 BRIARWOOD CIRCLE 72 BRIARWOOD CIRCLE
105 BRIARWOOD CIRCLE 104 BRIARWOOD CIRCLE 103 BRIARWOOD CIRCLE
76 BRIARWOOD CIRCLE
73 BRIARWOOD CIRCLE
EX EASEMENTEX EASEMENT77 BRI
ARWOOD CIRCLE21 LFREMOVAL AND REPLACEMENTCURB AND GUTTERREPLACEMENT (HMA) (TYP)
DRIVEWAY REMOVAL AND
(TYP)
PARKWAY RESTORATION
REMOVAL AND REPLACEMENT, 5 LF
CURB AND GUTTER
EX. WETLAND
REMOVAL AND REPLACEMENT, 6 LF
CURB AND GUTTER
74 BRIARWOOD CIRCLE
75 BRIARWOOD CIRCLE
BRIARWOOD CIRCLE
BRIARWOOD CIRCLEEXISTING ~
INLET FILTERS (TYP)
TYPE IV, 6 INCH
CLASS D PATCHES,
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
EX EASEMENTEX EASEMENTEX EASEMENTEX EASEMENTEX EASEMENTEX EASEMENT
101 BRIARWOOD CIRCLE
102 BRIARWOOD CIRCLE
100 BRIARWOOD CIRCLE
99 BRIARWOOD CIRCLE
98 BRIARWOOD CIRCLE
82 BRIARWOOD CIRCLE
83 BRIARWOOD CIRCLE
84 BRIARWOOD CIRCLE
85 BRIARWOOD CIRCLE
78 BRIARWOOD CIRCLE
77 BRIARWOOD CIRCLE
(TYP)
PARKWAY RESTORATION
REPLACEMENT (HMA) (TYP)
DRIVEWAY REMOVAL AND
AND REPLACEMENT (TYP)
BRICK PAVEMENT REMOVAL
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTERNOT FOR BID
5MAT
C
HLI
NE
S
T
A 4
2
+
0
0
MATCHLINE STA 50+75.58
MATCHLINE STA 32+75MATC
HLINE STA 42+00TOP PAGE 2
MATCHLINE
37MATCHLINE STA 62+50REMOVAL AND REPLACEMENT / LANDSCAPING / EROSION CONTROL
-
-
-
-
-
-
-
-
F.A.P
SHEET OF SHEETS STA. TO STA.
SCALE:
CONTRACT NO.
VILLAGE OF OAK BROOK
YC
YC
12/28/2023
JLF:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Removal & Restoration.dgnFILE NAME = ycontrerasUSER NAME =
PLOT SCALE =40.0000 ' / in.
PLOT DATE =1/25/2024
DESIGNED
DRAWN
CHECKED
DATE
REVISED
REVISED
REVISED
REVISED
RTE.SECTION
ILLINOIS
COUNTY NO.SHEETS
TOTAL SHEET
51
BRIARWOOD LAKES WATER MAIN IMPROVEMENTS
DUPAGE
1"=20'11
4'4'8'4'4'PARKWAY RESTORATION
INLET FILTERS
(PAID FOR AS TEMPORARY FENCE)
TREE PROTECTION
LEGEND
PERIMETER EROSION BARRIER
TREE REMOVAL
1% ANNUAL CHANCE FLOOD 5X621"14"2X106"6X212"6"10"2X83X6 47
48
49
50
+00
BLA, Inc. 57
58
59 60+00 61
62 33BRIARWOOD CIRCLE
6 LFREMOVAL AND REPLACEMENTCURB AND GUTTERBRIARWOOD CIRCLEEXISTING ~
INLET FILTERS (TYP)
TYPE IV, 6 INCH
CLASS D PATCHES,
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
86 BRIARWOOD CIRCLE
87 BRIARWOOD CIRCLE 88 BRIARWOOD CIRCLE 89 BRIARWOOD CIRCLE 90 BRIARWOOD CIRCLE
91 BRIARWOOD CIRCLE
92 BRIARWOOD CIRCLE
94 BRIARWOOD CIRCLE95 BRIARWOOD CIRCLE96 BRIARWOOD CIRCLE97 BRIARWOOD CIRCLE
(TYP)
PARKWAY RESTORATION
REPLACEMENT (HMA) (TYP)
DRIVEWAY REMOVAL AND
REMOVAL AND REPLACEMENT, 5 LFCURB AND GUTTERREMOVAL AND REPLACEMENT, 6 LFCURB AND GUTTER TREE PROTECTION (TYP)
43 B
RIAR
WO
O
D
DRIVE
42 B
RIAR
WO
O
D
DRIVE
TYPE IV, 6 INCH
CLASS D PATCHES,
BRIARWOOD CIRCLEEXISTING ~
BRIARWOOD CENTRAL
INLET FILTERS (TYP)
TREE PROTECTION (TYP)
50 BRIARWOOD LANE
112 BRIARWOOD LANE
20 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
(TYP)
PARK
WA
Y RESTORATIO
N
(TYP)
PARKWAY RESTORATION
10 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER LANEBRIARWOODNOT FOR BID
6MATCHLINE STA 62+50MATCHLINE STA 68+50MATCHLINE STA 81+00 MATCHLINE STA 102+00 MATCHLINE STA 68+50MATCHLINE STA 74+0038REMOVAL AND REPLACEMENT / LANDSCAPING / EROSION CONTROL
-
-
-
-
-
-
-
-
F.A.P
SHEET OF SHEETS STA. TO STA.
SCALE:
CONTRACT NO.
VILLAGE OF OAK BROOK
YC
YC
12/28/2023
JLF:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Removal & Restoration.dgnFILE NAME = ycontrerasUSER NAME =
PLOT SCALE =40.0000 ' / in.
PLOT DATE =1/25/2024
DESIGNED
DRAWN
CHECKED
DATE
REVISED
REVISED
REVISED
REVISED
RTE.SECTION
ILLINOIS
COUNTY NO.SHEETS
TOTAL SHEET
51
BRIARWOOD LAKES WATER MAIN IMPROVEMENTS
DUPAGE
1"=20'114'4'20'100'10'4'10'
8'4'4'
PARKWAY RESTORATION
INLET FILTERS
(PAID FOR AS TEMPORARY FENCE)
TREE PROTECTION
LEGEND
PERIMETER EROSION BARRIER
TREE REMOVAL
1% ANNUAL CHANCE FLOOD
63
64 65+00 66
67
68
BLA, Inc.
TPED675.02
5326
ELTRX1
673.22
10977 69 70+00 71 72 73 74
80+00 81 100+00
1
0
1 102BRIARWOOD CENTRAL
TYPE IV, 6 INCH
CLASS D PATCHES,
112 BRIARWOOD LANE
INLET FILTERS (TYP)
BRIARWOOD CIRCLEEXISTING ~
24" TREE REMOVAL
8 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
TREE PROTECTION (TYP)
STAGING AREA
WATERMAIN PIPELINES
BRIARWOOD CENTRAL
INLET FILTERS (TYP)
BRIARWOOD CIRCLEEXISTING ~
(TYP)
PARKWAY RESTORATION
BRIARWOOD LOOPBRIARWOOD LOOPEXISTING ~
BRIARWOOD PASS
BRIARWOOD PASS
EXISTING ~
113 BRIARWOOD LOOP
206 BRIARWOOD PASS 211 BRIARWOOD PASS
TYPE IV, 6 INCH
CLASS D PATCHES,
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
EX. WETLAND
8 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
TREE PROTECTION (TYP)
9 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
TYPE II, 6 INCH
CLASS D PATCHES,NOT FOR BID
7MATCHLINE STA 74+00MATCHLINE STA 97+00
MATCHLINE STA 102+0039REMOVAL AND REPLACEMENT / LANDSCAPING / EROSION CONTROL
-
-
-
-
-
-
-
-
F.A.P
SHEET OF SHEETS STA. TO STA.
SCALE:
CONTRACT NO.
VILLAGE OF OAK BROOK
YC
YC
12/28/2023
JLF:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Removal & Restoration.dgnFILE NAME = ycontrerasUSER NAME =
PLOT SCALE =40.0000 ' / in.
PLOT DATE =1/25/2024
DESIGNED
DRAWN
CHECKED
DATE
REVISED
REVISED
REVISED
REVISED
RTE.SECTION
ILLINOIS
COUNTY NO.SHEETS
TOTAL SHEET
51
BRIARWOOD LAKES WATER MAIN IMPROVEMENTS
DUPAGE
1"=20'11
4'4'4'4'4'4'
PARKWAY RESTORATION
INLET FILTERS
(PAID FOR AS TEMPORARY FENCE)
TREE PROTECTION
LEGEND
PERIMETER EROSION BARRIER
TREE REMOVAL
1% ANNUAL CHANCE FLOOD
ELTRX1
673.34
11315 74 75+00 76 77 78 97BLA, Inc.ELTRX1675.46 5125
102 103
BRIARWOOD CENTRAL
BRIARWOOD CIRCLEEXISTING ~
TYPE IV, 6 INCH
CLASS D PATCHES,
INLET FILTERS (TYP)
(TYP)
PARKWAY RESTORATION
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
BRIARWOOD LOOPEXISTING ~ LOOPBRIARWOOD187 BRIARWOOD LOOP
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
TYPE II, 6 INCH
CLASS D PATCHES,
207 BRIARWOOD PASS
TYPE IV, 6 INCH
CLASS D PATCHES,
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
BRIARWOOD PASSEXISTING ~
BRIARWOOD PASS
208 BRIARWOOD PASS
REPLACEMENT (HMA) (TYP)
DRIVEWAY REMOVAL AND
(TYP)
PARKWAY RESTORATION
15" TREE REMOVALNOT FOR BID
8MATCHLINE STA 81+00M ATCHLINE STA 86+50
MATCHLINE STA 88+00
MATCHLINE TOP PAGE 9
MATCHLINE STA 86+50
40REMOVAL AND REPLACEMENT / LANDSCAPING / EROSION CONTROL
-
-
-
-
-
-
-
-
F.A.P
SHEET OF SHEETS STA. TO STA.
SCALE:
CONTRACT NO.
VILLAGE OF OAK BROOK
YC
YC
12/28/2023
JLF:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Removal & Restoration.dgnFILE NAME = ycontrerasUSER NAME =
PLOT SCALE =40.0000 ' / in.
PLOT DATE =1/25/2024
DESIGNED
DRAWN
CHECKED
DATE
REVISED
REVISED
REVISED
REVISED
RTE.SECTION
ILLINOIS
COUNTY NO.SHEETS
TOTAL SHEET
51
BRIARWOOD LAKES WATER MAIN IMPROVEMENTS
DUPAGE
1"=20'114'10'10'
8'4'4'4'4'
5'
PARKWAY RESTORATION
INLET FILTERS
(PAID FOR AS TEMPORARY FENCE)
TREE PROTECTION
LEGEND
114 BRIARWOOD LOOP
TREE REMOVAL
TYPE IV, 6 INCH
CLASS D PATCHES,
BARRIER
PERIMETER EROSION
FLOOD
1% ANNUAL CHANCETPED674.415370 TPED674.845382TPED674.705383
TPED674.87 5384TPED673.79 5522TPED673.435579
TPED673.325580
ELTRX1 CLOSE676.25 6273ELTRX1 END673.88 5494
81
82
83
84
8
5
+0
0 86
BLA, Inc.ELTRX1677.446936
ELTRX1674.367056
105+00
106
107
108
109 87 88INLET FILTERS (TYP)
TYPE IV, 6 INCH
CLASS D PATCHES,
BRIARW OOD LOOP
(TYP)
PARKWAY RESTORATION
200 BRIARWOOD LOOP
201 BRIARWOOD LOOP202 BRIARWOOD LOOP203 BRIARWOOD LOOP204 BRIARWOOD LOOP
205 BRIARWOOD PASS
115 BRIARWOOD LOOP 116 BRIARWOOD LOOP 117 BRIARWOOD LOOP 118 BRIARWOOD LOOP 119 BRIARWOOD LOOP 120 BRIARWOOD LOOP 121 BRIARWOOD LOOP
122 BRIARWOOD AVENUE
BRIARWOOD LOOPEXISTING ~ EX EASEMENT21 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
30 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
REPLACEMENT (HMA) (TYP)
DRIVEWAY REMOVAL AND
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
AND REPLACEMENT (TYP)
BRICK PAVEMENT REMOVAL
EX. WETLAND
8 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
BRIARWOOD LOOPBRIARWOOD AVENUE
BRIARWOOD AVENUEEXISTING ~
BRIARWOOD LOOPEXISTING ~
199 BRIARWOOD LOOP
198 BRIARWOOD LOOP
197 BRIARWOOD LOOP
INLET FILTERS (TYP)
(TYP)
PARKWAY RESTORATION
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
138 BRIARWOOD AVENUE 137 BRIARWOOD AVENUE 136 BRIARWOOD AVENUE 135 BRIARWOOD AVENUE 134 BRIARWOOD AVENUE
133 BRIARWOOD AVENUE
132 BRIARWOOD AVENUE
131 BRIARWOOD AVENUE
130 BRIARWOOD AVENUE
129 BRIARWOOD AVENUE128 BRIARWOOD AVENUE127 BRIARWOOD AVENUE126 BRIARWOOD AVENUE125 BRIARWOOD AVENUE124 BRIARWOOD AVENUE123 BRIARWOOD AVENUE
122 BRIARWOOD AVENUE
7 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
TYPE IV, 6 INCH
CLASS D PATCHES,
REPLACEMENT (HMA) (TYP)
DRIVEWAY REMOVAL AND
AND REPLACEMENT (TYP)
BRICK PAVEMENT REMOVAL
10 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
(TYP)
PERIMETER EROSION BARRIERNOT FOR BID
9MATCHLINE BOTTOM PAGE 8MATCHLINE STA 200+50
MATCHLI
NE STA
1
1
7
+0
0
41REMOVAL AND REPLACEMENT / LANDSCAPING / EROSION CONTROL
-
-
-
-
-
-
-
-
F.A.P
SHEET OF SHEETS STA. TO STA.
SCALE:
CONTRACT NO.
VILLAGE OF OAK BROOK
YC
YC
12/28/2023
JLF:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Removal & Restoration.dgnFILE NAME = ycontrerasUSER NAME =
PLOT SCALE =40.0000 ' / in.
PLOT DATE =1/25/2024
DESIGNED
DRAWN
CHECKED
DATE
REVISED
REVISED
REVISED
REVISED
RTE.SECTION
ILLINOIS
COUNTY NO.SHEETS
TOTAL SHEET
51
BRIARWOOD LAKES WATER MAIN IMPROVEMENTS
DUPAGE
1"=20'118'8'4'4'5'4'4'4'PARKWAY RESTORATION
INLET FILTERS
(PAID FOR AS TEMPORARY FENCE)
TREE PROTECTION
LEGEND
PERIMETER EROSION BARRIER
TREE REMOVAL
1% ANNUAL CHANCE FLOODELTRX1 CLOSE678.587528 201 202BLA, Inc.
ELTRX1
679.06
8132
ELTRX1
685.90
8655
117 118TREE PROTECTION (TYP)132 BRIARWOOD AVENUEINLET FILTERS (TYP)
BRIARWOOD NORTHEXISTING ~ BRIARWOOD NORTHTYPE IV, 6 INCH
CLASS D PATCHES,
6 LF
REMOVAL AND REPLACEMENTCURB AND GUTTER
145 BRIARWOOD NORTH
146 BRIARWOOD NORTH
147 BRIARWOOD NORTH
148 BRIARWOOD NORTH
153 BRIARWOOD NORTH
152 BRIARWOOD NORTH
151 BRIARWOOD NORTH
149 BRIARWOOD NORTH
EX EASEMENT
EX EASEMENT
EX EASEMENTEX EASEMENT(TYP)
PARKWAY RESTORATION
REPLACEMENT (HMA) (TYP)
DRIVEWAY REMOVAL AND
7 LF
CURB AND GUTTER REMOVAL AND REPLACEMENT(TYP)PERIMETER EROSION BARRIER(TYP)
PERIMETER EROSION BARRIER
(DRIVEWAY REMOVAL AND REPLACEMENT)
SIDEWALK REPLACEMENT PAID FOR AS
AND REPLACEMENT (TYP)
BRICK PAVEMENT REMOVAL
11 LF
CURB AND GUTTER REMOVAL AND REPLACEMENT
TYPE IV, 6 INCH
CLASS D PATCHES,
EX EASEMENT
EX EASEMENT
BRIARWOOD N DRIVEBRIARWOOD N DRIVEEXISTING ~
6 LF
REMOVAL AND REPLACEMENTCURB AND GUTTER
157 BRIARWOOD N DRIVE
156 BRIARWOOD N DRIVE
155 BRIARWOOD N DRIVE
161 BRIARWOOD N DRIVE
160 BRIARWOOD N DRIVE
159 BRIARWOOD N DRIVE
158 BRIARWOOD N DRIVE
REPLACEMENT (HMA) (TYP)
DRIVEWAY REMOVAL AND
(TYP)
PARKWAY RESTORATION
TREE PROTECTION (TYP)
19 LF
CURB AND GUTTER REMOVAL AND REPLACEMENT
10 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
TYPE II, 6 INCH
CLASS D PATCHES,NOT FOR BID
10MATCHLINE STA 110+50MATCHLINE STA 117+00
M
ATCHLI
NE STA 200+50MAT
C
HLI
NE
S
T
A
8
8
+
0
0
MATCHLINE STA 110+50
MATCHLINE STA 91+50
42REMOVAL AND REPLACEMENT / LANDSCAPING / EROSION CONTROL
-
-
-
-
-
-
-
-
F.A.P
SHEET OF SHEETS STA. TO STA.
SCALE:
CONTRACT NO.
VILLAGE OF OAK BROOK
YC
YC
12/28/2023
JLF:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Removal & Restoration.dgnFILE NAME = ycontrerasUSER NAME =
PLOT SCALE =40.0000 ' / in.
PLOT DATE =1/25/2024
DESIGNED
DRAWN
CHECKED
DATE
REVISED
REVISED
REVISED
REVISED
RTE.SECTION
ILLINOIS
COUNTY NO.SHEETS
TOTAL SHEET
51
BRIARWOOD LAKES WATER MAIN IMPROVEMENTS
DUPAGE
1"=20'114'4'4'4'
4'
4'
4'
4'
PARKWAY RESTORATION
INLET FILTERS
(PAID FOR AS TEMPORARY FENCE)
TREE PROTECTION
LEGEND
PERIMETER EROSION BARRIER
TREE REMOVAL
154 BRIARWOOD N DRIVE
1% ANNUAL CHANCE FLOOD
ELTRX1 ST 678.048373
ELTRX1 ST 675.267308
111
112
113
114
115
+
00
116
117 200+00BLA, Inc.
ELTRX1 CLOSE671.0212064 110+00 88
89
90+00 91 TREE PROTECTI
ON (TYP)
BRIARWOOD N DRIVE
BRIARWOOD N DRIVEEXISTING ~
TYPE IV, 6 INCH
CLASS D PATCHES,
INLET FILTERS (TYP)
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
TREE PROTECTION (TYP)
170 BRIARWOOD N DRIVE 169 BRIARWOOD N DRIVE 168 BRIARWOOD N DRIVE 167 BRIARWOOD N DRIVE 166 BRIARWOOD N DRIVE 165 BRIARWOOD N DRIVE 164 BRIARWOOD N DRIVE
163 BRIARWOOD N DRIVE
162 BRIARWOOD N DRIVE
139 BRIARWOOD N DRIVE 140 BRIARWOOD N DRIVE
141 BRIARWOOD N DRIVE 142 BRIARWOOD N DRIVE 143 BRIARWOOD N DRIVE
144 BRIARWOOD N DRIVE
EX EASEMENTEX EASEMENTREPLACEMENT (HMA) (TYP)
DRIVEWAY REMOVAL AND
(TYP)
PARKWAY RESTORATION
138 BRIARWOOD AVENUEBRIARWOOD LOOP
BRIARWOOD LOOPEXISTING ~ INLET FILTERS (TYP)
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
TREE PROTECTION (TYP)
196 BRIARWOOD LOOP 195 BRIARWOOD LOOP 194 BRIARWOOD LOOP
172 BRIARWOOD LOOP 173 BRIARWOOD LOOP
174 BRIARWOOD LOOP
175 BRIARWOOD LOOP
176 BRIARWOOD LOOP
177 BRIARWOOD LOOP
(TYP)
PARKWAY RESTORATION
REPLACEMENT (HMA) (TYP)
DRIVEWAY REMOVAL AND
TYPE IV, 6 INCH
CLASS D PATCHES,NOT FOR BID
11MAT
C
HLI
NE ST
A 91
+50 MATCHLI
NE STA 97+0043REMOVAL AND REPLACEMENT / LANDSCAPING / EROSION CONTROL
-
-
-
-
-
-
-
-
F.A.P
SHEET OF SHEETS STA. TO STA.
SCALE:
CONTRACT NO.
VILLAGE OF OAK BROOK
YC
YC
12/28/2023
JLF:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Removal & Restoration.dgnFILE NAME = ycontrerasUSER NAME =
PLOT SCALE =40.0000 ' / in.
PLOT DATE =1/25/2024
DESIGNED
DRAWN
CHECKED
DATE
REVISED
REVISED
REVISED
REVISED
RTE.SECTION
ILLINOIS
COUNTY NO.SHEETS
TOTAL SHEET
51
BRIARWOOD LAKES WATER MAIN IMPROVEMENTS
DUPAGE
1"=20'11
4'
4'
PARKWAY RESTORATION
INLET FILTERS
(PAID FOR AS TEMPORARY FENCE)
TREE PROTECTION
LEGEND
PERIMETER EROSION BARRIER
TREE REMOVAL
1% ANNUAL CHANCE FLOOD
ELTRX1670.9512392
ELTRX1672.2412610
ELTRX1672.2212613
92
93 94
95+00
96
97
BLA, Inc.
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
BRIARWOOD
LOOP
BRIARWOOD LOOPEXISTING ~
6 LF
REMOVAL AND REPLACEMENT
CURB AND GUTTER
(TYP)
PARKWAY RESTORATION
INLET FILTERS (TYP)
TREE PROTECTION (TYP)
TYPE IV, 6 INCH
CLASS D PATCHES,
193 BRIARWOOD LOOP 192 BRIARWOOD LOOP 191 BRIARWOOD LOOP 190 BRIARWOOD LOOP 189 BRIARWOOD LOOP 188 BRIARWOOD LOOP
178 BRIARWOOD LOOP 179 BRIARWOOD LOOP
180 BRIARWOOD LOOP 181 BRIARWOOD LOOP 182 BRIARWOOD LOOP 183 BRIARWOOD LOOP 184 BRIARWOOD LOOP 185 BRIARWOOD LOOP 186 BRIARWOOD LOOP
EX EASEMENTEX EASEMENTREPLACEMENT (HMA) (TYP)DRIVEWAY REMOVAL ANDREPLACEMENT (HMA) (TYP)
DRIVEWAY REMOVAL AND
NOT FOR BID
VILLAGE DETAILS
1
44
-
-
-
-
-
-
-
-
F.A.P
SHEET OF SHEETS STA. TO STA. FILE NAME = F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Details.dgn
CONTRACT NO.
VILLAGE OF OAK BROOK
12/28/2023
USER NAME =ycontreras
PLOT SCALE =100.0000 ' / in.
PLOT DATE =12/29/2023
DESIGNED
DRAWN
CHECKED
DATE
REVISED
REVISED
REVISED
REVISED
RTE.SECTION COUNTY
ILLINOIS
TOTAL SHEET
SHEETS NO.
SCALE:
YC
YC
JL
51
BRIARWOOD LAKES WATER MAIN IMPROVEMENTS
DUPAGE
BLA, Inc.NOT FOR BID
45
-
-
-
-
-
-
-
-
F.A.P
SHEET OF SHEETS STA. TO STA. FILE NAME = F:\460-000 Oak Brook - Briarwood Lakes Watermain\ENGINEERING\CADD SHEETS\460-000_sht_Details.dgn
CONTRACT NO.
VILLAGE OF OAK BROOK
12/28/2023
USER NAME =ycontreras
PLOT SCALE =100.0000 ' / in.
PLOT DATE =12/29/2023
DESIGNED
DRAWN
CHECKED
DATE
REVISED
REVISED
REVISED
REVISED
RTE.SECTION COUNTY
ILLINOIS
TOTAL SHEET
SHEETS NO.
SCALE:
YC
YC
JL
51
BRIARWOOD LAKES WATER MAIN IMPROVEMENTS
DUPAGE
BLA, Inc.NOT FOR BID
NOT FOR BID
47DUPAGE51NOT FOR BID
48DUPAGE51NOT FOR BID
49DUPAGE51NOT FOR BID
50DUPAGE51NOT FOR BID
DUPAGE 5151NOT FOR BID