VILLAGE OF KENILWORTH, ILLINOIS

Transcription

1 INDEX OF COVER GENERAL NOTES SUMMARY OF QUANTITES AND LEGEND ALIGNMENT, TIES AND BENCHMARKS EXISTING UTILITY AND PLAN PROPOSED ATER MAIN PLAN AND PROFILE EROSION CONTROL AND RESTORATION PLAN DETAILS, ILLINOIS PROJECT BEGIN STA 3+15 KENILORTH TERRACE PROJECT ENDS STA 33+ KENILORTH TERRACE LAKE MICHIGAN PROJECT ENDS STA 5+75 STERLING ROAD PROJECT BEGIN STA 2+2 INNETKA AVE STERLING ROAD SHERIDAN RD INDIAN HILL PROJECT BEGIN STA KENILORTH AVENUE CLUB RIDGE RD PARK DR MELROSE AVE KENILORTH AVE ARICK RD PROJECT ENDS STA GLENDENNING RD ST ST GREENOOD AVE CHESTNUT AVE 13TH ST 12TH ST 11TH ST MALLINCKRODT PARK GREENOOD AVE ALNUT AVE GLENDENNING RD GREENOOD AVE FOREST AVE 1' 2' 3' 1' 2' 3' 1''= 1' 1''= 1' GREEN BAY RD LU K E M ATTSO N 9493 LICENSED PROFESSIONAL ENGINEER LAKE AVE I L L I OF N O I S 5' 5' 5' 1' 1' 5' 1''= 5' 1''= 4' 1' 1''= 3' 1' 1''= 2' LOCATION MAP (NOT TO SCALE) :12/6/218 SEAL EXPIRES:11/3/219 FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD ENGINEERING SCALES. REDUCED SIZED PLANS ILL NOT CONFORM TO STANDARD SCALES. IN MAKING MEASUREMENTS ON REDUCED PLANS, THE ABOVE SCALES MAY BE USED. J.U.L.I.E. JOINT UTILITY LOCATION INFORMATION FOR EXCAVATION OR 811 KENILORTH/ GREENOOD AVE GROSS LENGTH = 1411 FEET (.27 MILES) GROSS LENGTH = 1573 FEET (.3 MILES) KENILORTH TERRACE = 36 FEET (.6 MILES) NET LENGTH = 329 FEET (.62 MILES) DESIGN FIRM REGISTRATION NUMBER SUITE 42, 557 NORTH CUMBERLAND AVE CHICAGO, ILLINOIS 6656 :: (773) 77549

2 A. GENERAL 1. EARTHORK AND PAVING SPECIFICATIONS THE ILLINOIS DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", ADOPTED JANUARY 1, 216 AND ALL ADDENDA THERETO, SHALL GOVERN THE PAVING ORK UNDER THIS CONTRACT, EXCEPT AS MODIFIED BY THESE SPECIFICATIONS. 2. UNDERGROUND SPECIFICATIONS THE "STANDARD SPECIFICATIONS FOR ATER AND SEER MAIN CONSTRUCTION IN ILLINOIS", LATEST EDITION, SHALL GOVERN THE UNDERGROUND ORK UNDER THIS CONTRACT, EXCEPT AS MODIFIED BY THESE SPECIFICATIONS. 3. PROCUREMENT OF ALL NECESSARY PERMITS, AND PAYMENT THEREOF, SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 4. DURING THE CONSTRUCTION OPERATION HEN ANY LOOSE MATERIAL IS DEPOSITED IN THE FLO LINE OF DITCHES, GUTTERS, OR DRAINAGE STRUCTURES SO THE NATURAL FLO OF ATER IS OBSTRUCTED, THE MATERIAL SHALL BE REMOVED AT THE CLOSE OF EACH ORKING DAY. AT THE CONCLUSION OF THE CONSTRUCTION OPERATIONS ALL DRAINAGE STRUCTURES SHALL BE FREE FROM ALL DIRT AND DEBRIS. THIS ORK SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCLUDED IN THE CONTRACT. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN EXISTING FIELD CONDITIONS PRIOR TO BIDDING ON THIS PROJECT. NO ADDITIONAL COMPENSATION ILL BE ALLOED FOR FAILURE TO VERIFY EXISTING DIMENSIONS OR CONDITIONS. 6. THE CONTRACTOR SHALL LIMIT HIS CONSTRUCTION ACTIVITIES TO THE ORK AREAS DESIGNATED ON THE PLANS. ANY DAMAGE TO AREAS OUTSIDE OF THESE LIMITS SHALL BE REPAIRED BY THE CONTRACTOR AT HIS ON EXPENSE TO THE SATISFACTION OF THE ENGINEER. A) ALL EMPLOYEES ON THE ORK AND OTHER PERSONS AND ORGANIZATIONS HO MAY BE AFFECTED THEREBY; B) ALL THE ORK AND THE MATERIALS AND EQUIPMENT TO BE INCORPORATED THEREIN, HETHER IN STORAGE ON OR OFF THE SITE; C) OTHER PROPERTY AT THE SITE OR ADJACENT THERETO, INCLUDING TREES, SHRUBS, LANS, ALKS, PAVEMENTS, ROADAYS, STRUCTURES, UTILITIES, AND UNDERGROUND FACILITIES NOT DESIGNATED FOR, RELOCATIONS, OR REPLACEMENT IN THE COURSE OF CONSTRUCTION; AND D) EACH CONTRACTOR AND SUBCONTRACTOR SHALL DESIGNATE A RESPONSIBLE REPRESENTATIVE AT THE SITE HOSE DUTY SHALL BE THE PREVENTION OF ACCIDENTS. THIS PERSON SHALL BE THE CONTRACTOR'S SUPERINTENDENT UNLESS OTHERISE DESIGNATED IN RITING BY THE CONTRACTOR TO THE ONER 12. EXISTING ELEVATIONS AND LOCATIONS EVERY CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY THE ELEVATIONS AND LOCATIONS OF ALL EXISTING INFORMATION AS SHON ON THE PLANS AND NOTIFY THE ENGINEER OF ALL DISCREPANCIES PRIOR TO THE COMMENCEMENT OF THE ORK. EXISTING UNDERGROUND UTILITIES SHALL BE EXPOSED BY THE CONTRACTORS AND SUBCONTRACTORS PRIOR TO THE START OF CONSTRUCTION TO DETERMINE IF A PROBLEM OR CONFLICT EXISTS ITH THE PROPOSED IMPROVEMENTS AND TO AVOID DELAYS IN THE PROGRESS OF THE ORK ONCE THE ORK COMMENCES. 13. NOTIFICATION THE SHALL BE NOTIFIED BY EVERY CONTRACTOR AND SUBCONTRACTOR AT LEAST TO (2) ORKING DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 14. COMPLIANCE ITH LAS AND REGULATIONS GENERAL NOTES EVERY SIGN RELOCATION MUST BE REERECTED AT A TEMPORARY LOCATION IN A ORKMANLIKE MANNER AND BE VISIBLE TO TRAFFIC FOR HICH IT AS INTENDED. ALL SUCH SIGNS MUST BE MAINTAINED STRAIGHT AND CLEAN FOR THE DURATION OF TEMPORARY SETTING. THIS ORK INCLUDES PROVIDING A SIGN POST FOR THE TEMPORARY LOCATION, SHOULD SUCH A POST BE NECESSARY. ALL SIGNS SHALL BE REERECTED IN THE ORIGINAL LOCATION AS THE IMPROVEMENTS ARE COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SIGNS DAMAGED BY HIS/HER CONSTRUCTION ACTIVITIES AND ILL REPLACE THEM AT NO COST TO THE VILLAGE. THIS ORK SHALL BE CONSIDERED INCLUDED IN THE CONTRACT. 3.. DRIVEAY APRON REPAIRS PROPOSED HMA DRIVEAY APRON REPAIRS ADJACENT TO PROPOSED SIDEALK SHALL BE THREE FEET IN LENGTH UNLESS INDICATED OTHERISE ON THE PLANS OR BY THE ENGINEER IN THE FIELD. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING PCC DRIVEAY APRONS DURING ATER MAIN INSTALLATION. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGE TO EXISTING DRIVEAY D. ATER MAIN FRAMES, LIDS AND GRATES OF EXISTING CATCH BASINS, INLETS, MANHOLES AND VALVE VAULTS HICH ARE TO BE ABANDONED OR REPLACED IN THIS PROJECT SHALL BE SALVAGED AND REMAIN THE PROPERTY OF THE. THE CONTRACTOR SHALL DELIVER THESE CASTINGS TO A FACILITY DESIGNATED BY THE VILLAGE. EXISTING SEERS OR ATER MAINS TO BE ABANDONED THAT INTERFERE ITH THE PROPOSED IMPROVEMENTS SHALL BE REMOVED AND DISPOSED OF OFF SITE. THE COST OF THIS ORK SHALL BE CONSIDERED INCLUDED IN THE CONTRACT. ALL FRAMES ITH CLOSED LIDS FURNISHED AS PART OF THIS CONTRACT FOR CONSTRUCTION, ADJUSTMENT OR RECONSTRUCTION OF ANY MANHOLE, CATCH BASIN, VALVE VAULT OR METER VAULT SHALL HAVE CAST INTO THE LID ONE OF THE FOLLOING: ALL LIDS TO BE USED ON STORM SEER STRUCTURES SHALL BEAR THE ORDS "KENILORTH STORM"; SANITARY LIDS SHALL BEAR THE ORDS "KENILORTH SANITARY"; ATER SYSTEM LIDS SHALL BEAR THE ORDS "KENILORTH ATER". THIS SHALL BE CONSIDERED INCLUDED IN THE UNIT COST OF THE FRAME AND LID SPECIFIED. APRONS. 4. ALL FRAMES AND GRATES DAMAGED BY THE CONTRACTOR DURING 22. CONTRACTOR TO FIELD CHECK EACH EXISTING STRUCTURE TO BE CONSTRUCTION ILL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE. REPLACED AND DETERMINE THE NUMBER OF PIPES, THEIR SIZE, AND INVERT ELEVATION PRIOR TO ORDERING EACH REPLACEMENT STRUCTURE. 5. THE CONTRACTOR SHALL BE REQUIRED TO MOVE ANY DECORATIVE THIS ORK AND ALL CONNECTIONS INCLUDING LENGTH OF PIPE TO EACH ROCKS, PAVER BRICKS, OR LANDSCAPE ITEMS THAT INTERFERE ITH NE STRUCTURE SHALL BE INCLUDED IN THE UNIT PRICE FOR EACH NE CONSTRUCTION. UPON COMPLETION OF THE CONSTRUCTION, THE CON STRUCTURE TYPE. TRACTOR SHALL MOVE THESE ITEMS BACK TO THEIR ORIGINAL LOCATION AND IN THEIR ORIGINAL CONDITION. THIS ORK ILL BE CONSIDERED B. PAVING INCLUDED IN THE CONTRACT. 1. THE PAVING CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 6. THE CONTRACTOR SHALL BE REQUIRED TO PRESERVE AND RESTORE ANY PROPER DRAINAGE ON THE PROPOSED PAVEMENT. HERE THE DECORATIVE GROUND COVER IN THE PARKAY THAT INTERFERES CONTRACTOR IS IN DOUBT ABOUT THE PROPER DIRECTION OF ITH THE CONSTRUCTION. THE COST OF THIS ORK SHALL BE DRAINAGE, HE SHALL REQUEST ASSISTANCE FROM THE VILLAGE. CONSIDERED AS INCLUDED IN THE CONTRACT. = 12/6/218 11:22:7 AM tbl FILE NAME = N:\PROJ\295.1\Design\Misc_Sheets\2839.1gennote1.dgn 7. PROPER DRAINAGE SHALL BE MAINTAINED IN THE IMPROVEMENT AREA DURING CONSTRUCTION. THE COST OF THIS ORK SHALL BE CONSIDERED INCLUDED IN THE CONTRACT. 8. ORK ORK SHALL MEAN THE FURNISHING OF ALL LABOR, MATERIAL, EQUIPMENT, AND OTHER INCIDENTALS NECESSARY OR CONVENIENT TO THE SUCCESSFUL COMPLETION OF THE IMPROVEMENTS BY THE ENGINEER AND SHON ON THIS SET OF PLANS. ORK SHALL ALSO INCLUDE CARRYING OUT OF ALL THE DUTIES AND OBLIGATIONS IMPOSED BY THE AGREEMENT BETEEN THE ONER AND THE CONTRACTOR FOR THE PROPER INSTALLATION AND ACCEPTABLE OF THE IMPROVEMENTS BY THE ENGINEER AND SHON ON THIS SET OF PLANS. 9. COMPLIANCE ITH LOCAL ORDINANCES ALL ORK PERFORMED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE ITH THE ORDINANCES AND STANDARDS 1. EXISTING UTILITIES HEN THE PLANS OR SPECIAL PROVISIONS INCLUDE INFORMATION PERTAINING TO THE LOCATION AND ELEVATIONS OF UTILITY FACILITIES, SUCH INFORMATION REPRESENTS ONLY THE OPINION OF THE ENGINEER AS TO LOCATION AND ELEVATION OF SUCH UTILITIES AND IS ONLY INCLUDED FOR THE CONVENIENCE OF THE BIDDERS. THE ENGINEER AND THE ONER ASSUME NO RESPONSIBILITY HATSOEVER IN RESPECT TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHON ON THE PLANS RELATIVE TO THE LOCATION AND ELEVATION OF UTILITY FACILITIES, NOR THE MANNER IN HICH THEY ARE TO BE REMOVED OR ADJUSTED. IT IS EACH CONTRACTOR'S AND SUBCONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE ACTUAL LOCATION AND ELEVATION OF ALL UTILITIES. EACH CONTRACTOR AND SUBCONTRACTOR SHALL OBTAIN FROM THE RESPECTIVE UTILITY COMPANIES DETAILED INFORMATION RELATIVE TO THE LOCATION AND ELEVATION OF THEIR FACILITIES AND THE ORKING SCHEDULES OF THE UTILITY COMPANIES FOR REMOVING OR ADJUSTING THEM. EACH CONTRACTOR AND SUBCONTRACTOR PERFORMING UNDERGROUND ORK SHALL CONTACT J.U.L.I.E. AT AT LEAST 48 HOURS PRIOR TO START OF ORK. 11. SAFETY OF ORK EACH CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION ITH THE ORK. EACH CONTRACTOR AND SUBCONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF, AND SHALL PROVIDE THE NECESSARY PROTECTION TO PREVENT DAMAGE, INJURY, OR LOSS TO: 557 North Cumberland Avenue, Suite 42 Chicago, Illinois 6656 Tel Fax PLOT SCALE = 1. ' / in. = 12/6/218 EVERY CONTRACTOR SHALL COMPLY ITH ALL LOCAL AND STATE SAFETY LAS, REGULATIONS, AND ORDINANCES; AND FEDERAL SAFETY REGULATIONS AS OUTLINED IN THE LATEST REVISIONS OF THE FEDERAL CONSTRUCTION SAFETY STANDARDS AND ITH ALL PROVISIONS AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS. EACH CONTRACTOR AND SUBCONTRACTOR IS RESPONSIBLE FOR PROVIDING A SAFE ORKING PLACE FOR HIS EMPLOYEES. EACH CONTRACTOR AND SUBCONTRACTOR IS RESPONSIBLE FOR THE SUPERVISION, DIRECTION, AND CONDUCT OF THEIR EMPLOYEES, AGENTS, MATERIALS SUPPLIERS, AND VENDORS. 15. PAVEMENT DISTURBED DURING CONSTRUCTION 16. ITEMS NOT SPECIFICALLY SHON ALL ITEMS THAT ARE NOT SPECIFICALLY SHON ON THE PLANS OR IN THE SUMMARY OF QUANTITIES BUT CAN REASONABLY BE INTERPRETED TO BE INCLUDED IN THE ORK DESCRIBED SHALL BE CONSIDERED INCLUDED IN THE COST OF THE CONTRACT. 17. FINAL FRAME ADJUSTMENTS THE PAVING CONTRACTOR SHALL MAKE ALL NECESSARY FINAL ADJUSTMENTS TO EXISTING AND PROPOSED FRAMES, GRATES, LIDS, AND STRUCTURES TO MEET FINAL FINISHED GRADES. 18. RECORD DRAINGS 19. CONTRACTOR(S) 2. ANY SIGN LOCATED IN THE PUBLIC RIGHTOFAY HICH ANY EXISTING ROADAY PAVEMENT OR SHOULDER DISTURBED DURING CONSTRUCTION SHALL BE RESTORED IN ACCORDANCE ITH I.D.O.T. AND STANDARDS. EACH CONTRACTOR AND SUBCONTRACTOR SHALL MAINTAIN AND KEEP UP TO A SET OF "RECORD DRAINGS" SHOING ALL CHANGES FROM THE ORIGINAL PLANS. ALL CONTRACTORS AND SUBCONTRACTORS SHALL DELIVER THE "RECORD DRAINGS" TO THE VILLAGE'S REPRESENTATIVE AT THE CONCLUSION OF THE PROJECT. THE VILLAGE'S REPRESENTATIVE ILL TRANSFER THE INFORMATION TO THE ORIGINAL PLANS. FOR THE PURPOSE OF THESE SPECIFICATIONS, THE TERMS CONTRACTOR AND SUBCONTRACTOR SHALL MEAN ANY PERSON OR ENTITY THAT PROVIDES ORK FOR THE IMPROVEMENTS AS SHON ON THESE PLANS. THE VILLAGE, ONER, AND THE ARCHITECT ARE NOT CONSIDERED CONTRACTORS OR SUBCONTRACTORS. INTERFERES ITH CONSTRUCTION OF THE PROPOSED ATER MAIN THAT IS INTENDED TO BE MAINTAINED SHALL BE RELOCATED. THIS ORK IS CONSIDERED INCLUDED IN THE CONTRACT. ALL ORK INVOLVING SIGN SHALL BE GOVERNED BY THE FOLLOING REQUIREMENTS 9/19/ FULL DEPTH SA CUTS SHALL BE USED TO REMOVE EXISTING PAVEMENT, CURB AND GUTTER, SIDEALK, DRIVEAYS, BUTT JOINTS, AND APPURTENANCES FROM MATERIAL TO REMAIN, IN ACCORDANCE ITH 44 OF THE "STANDARD SPECIFICATIONS". THE COST OF THE SAING SHALL BE INCLUDED IN THE COST OF THE ITEM REMOVED. BASE COURSE SHALL NOT BE PLACED ADJACENT TO CURB AND GUTTER UNTIL THE CURB AND GUTTER HAS BEEN PROPERLY BACKFILLED TO THE SATISFACTION OF THE ENGINEER. C. RESTORATION AND TREE PRESERVATION PRIOR TO PLACING HOTMIX ASPHALT ADJACENT TO EXISTING PAVEMENT TO REMAIN, THE EXPOSED EDGE SHALL BE CLEANED OF LOOSE MATERIAL AND SACUT SQUARE TO THE SATISFACTION OF THE ENGINEER. THIS ORK SHALL BE CONSIDERED INCLUDED IN THE COST OF THE HOTMIX ASPHALT BEING PLACED. THE CONTRACTOR SHALL NOT USE TRACK EQUIPMENT ON BASE COURSE OR EXISTING PAVEMENT NOT SCHEDULED TO BE REMOVED. PRIME COAT PRIME COAT MUST BE INSTALLED NO EARLIER THAN TENTYFOUR (24) HOURS PRIOR TO PLACEMENT OF HOTMIX ASPHALT. THE CONTRACTOR SHALL VERIFY THAT A MINIMUM OF 4" OF SUBBASE GRANULAR MATERIAL REMAINS AFTER PAVEMENT AND PREPARATION OF THE BASE FOR THE 9" OF HMA. IF THE SUBBASE IS LESS THAN 4", THE CONTRACTOR SHALL SALVAGE THE EXISTING GRANULAR MATERIAL AND EXCAVATE THE SUBGRADE TO ACHIEVE THE MINIMUM SUBBASE THICKNESS. THE COST OF THE EARTH EXCAVATION PLACEMENT OF SALVAGED AND NE AGGREGATE BASE COURSE TO ACHIEVE THE 4" THICKNESS SHALL BE INCLUDED IN PAVEMENT. CURB AND GUTTER SHALL TRANSITION TO MATCH EXISTING CURB AND GUTTER AS APPROVED BY THE ENGINEER. COST SHALL BE INCLUDED IN THE CURB AND GUTTER OF THE TYPE SPECIFIED. ALL DISTURBED LAN AREAS ITHIN THE PUBLIC RIGHTOFAY/ EASEMENTS ILL BE RESTORED ITH 4" OF TOPSOIL AND SALT TOLERANT SOD HERE SHON ON THE PLANS BASED ON PLAN QUANTITIES. ADDITIONAL RESTORATION OF DISTURBED AREAS, OUTSIDE OF THESE IDENTIFIED LIMITS, SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE COSIDERED INCLUDED IN THE CONTRACT. ALL PARKAY TREES NOT IDENTIFIED FOR SHALL BE PRESERVED. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGE TO SUCH TREES AND SHALL PROVIDE TEMPORARY FENCES AND OTHER MEASURES AS NECESSARY, ITH ALL SUCH MEASURES CONSIDERED INCLUDED IN THE CONTRACT ONLY PRECAST ADJUSTMENT RINGS ILL BE ALLOED FOR THE ADJUSTMENTS OF CATCH BASINS, MANHOLES, VALVE VAULTS, AND INLETS. NO MORE THAN 2 RINGS FOR ADJUSTMENT OF 8 INCHES ILL BE ALLOED. THE CONTRACTOR SHALL USE ALL NECESSARY PRECAUTIONS AND PROTECTION MEASURES REQUIRED TO MAINTAIN EXISTING UTILITIES, SEERS, AND APPURTENANCES THAT MUST BE KEPT IN OPERATION. IN PARTICULAR, THE CONTRACTOR ILL TAKE ADEQUATE MEASURES TO PREVENT THE UNDERMINING OF UTILITIES AND SEERS HICH ARE STILL IN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXCAVATION TRENCHES DURING THE INSTALLATION OF STORM SEER, ATER MAIN, AND SANITARY SEER TO INCLUDE ANY SHORING OR DEATERING EQUIPMENT NECESSARY. THE COST OF THIS ORK SHALL BE CONSIDERED INCLUDED IN THE CONTRACT. REQUIREMENTS FOR THE PROTECTION OF ATERMAIN AND ATER LINES FROM SANITARY SEERS, STORM SEERS, AND HOUSE SEERS SHALL COMPLY ITH IEPA SEPARATION REQUIREMENTS. 1. ALL TRENCHES FOR ATER MAIN SHALL BE CONSTRUCTED IN ACCORDANCE 11. ITH DIVISION II 2 PER THE STANDARD SPECIFICATIONS FOR ATER AND SEER MAIN CONSTRUCTION IN ILLINOIS, LATEST EDITION ESPECIALLY CONCERNING BACKFILLING AS SOON AS PRACTICALLY POSSIBLE FOR PROTECTION. ALL ATER MAIN FITTINGS, BENDS, TEES AND VALVES SHALL BE MECHANICAL JOINT ITH JOINT RESTRAINTS AND SHALL BE RAPPED ITH POLYETHYLENE. THIS SHALL BE CONSIDERED INCLUDED IN THE COST OF THE CONTRACT. 12. ALL CONNECTIONS TO DOMESTIC ATER SYSTEMS MUST BE PERFORMED BY A LICENSED PLUMBER ACCORDING TO ILLINOIS DEPARTMENT OF PUBLIC HEALTH (IDPH) REQUIREMENTS. 13. DISTANCES HAVE BEEN APPROXIMATED ON THE PLANS FOR RESIDENTIAL ATER S BASED UPON THE ALIGNMENT OF THE NE ATER MAIN AND THE EXISTING PROPERTY LINES. ACTUAL LENGTHS SHALL BE VERIFIED IN THE FIELD AND NO ADDITIONAL COMPENSATION SHALL BE CONSIDERED BASED UPON THE DIFFERENCES IN THE PLAN ESTIMATES AND FIELD DISTANCES. PAYMENTS FOR TRENCHED COPPER S SHALL BE MEASURED AND PAID PER EACH, OF THE DIAMETER SPECIFIED, AS DESCRIBED IN THE SPECIAL PROVISIONS. SCALE: 1" = 2' 5' OF STA. TO STA. 2 GENERAL NOTES CONTRACT 295.1

3 ITEM # DESCRIPTION UNIT ITEM # DESCRIPTION UNIT LEGEND 2111 TREE TRUNK PROTECTION EACH X56176 ATER MAIN, FOOT 12 EXISTING PROPOSED 2815 TRENCH BACKFILL CU YD 93 X56178 ATER MAIN, FOOT 15 SANITARY SEER 11 TOPSOIL FURNISH AND PLACE, 4" SQ YD 16 X ATER CONNECTION (SHORT) EACH 25 STORM SEER COMBINED SEER SODDING, SALT TOLERANT SQ YD 16 X ATER CONNECTION (LONG) EACH 2 ATER MAIN 2522 SUPPLEMENTAL ATERING UNIT 7 X5636 CUT AND CAP EXISTING ATER MAIN EACH 1 GAS LINE ELECTRIC LINE 2851 INLET FILTERS EACH 23 X FIRE HYDRANT COMPLETE EACH 9 CABLE TV 4241 PORTLAND CEMENT CONCRETE SIDEALK 4 INCH SQ FT 3611 X716 TRAFFIC CONTROL AND PROTECTION, (SPECIAL) L SUM 1 TELEPHONE FIBER OPTIC 4248 DETECTABLE ARNINGS SQ FT 8 XX147 VALVE VAULTS TO BE ABANDONED EACH 7 R.O CLASS B PATCHES, TYPE IV, 9 INCH SQ YD 76 XX3435 PORTLAND CEMENT CONCRETE DRIVEAY AND REPLACEMENT SQ YD 7 ABOVE GROUND POER LINE (OE) FENCE LINE CLASS D PATCHES, TYPE I, 9 INCH SQ YD 4 XX3516 CONNECTION TO EXISTING ATER MAIN (NONPRESSURE) EACH 2 CONTOUR CLASS D PATCHES, TYPE II, 9 INCH SQ YD 14 XX3517 CONNECTION TO EXISTING ATER MAIN (NONPRESSURE) EACH 6 PIPE TO BE ABANDONED CLASS D PATCHES, TYPE III, 9 INCH SQ YD 35 XX3668 PRECONSTRUCTION VIDEO TAPING L SUM 1 PIPE CLASS D PATCHES, TYPE IV, 9 INCH SQ YD 239 XX677 GATE VALVE AND BOX EACH 2 ITEM 446 SIDEALK SQ FT 3611 XX6241 GATE VALVE AND BOX EACH 1 SILT FENCE ATT PEDESTAL 5512 STORM SEER FOOT 15 XX6947 HOTMIX ASPHALT DRIVEAY AND REPLACEMENT SQ YD FIRE HYDRANT 5513 STORM SEER FOOT 22 XX7776 REMOVE AND ABANDON VALVE BOX EACH 1 LIGHT POLE BBOX 5514 STORM SEER 1" FOOT 51 XX7968 PVC CASING PIPE 12" FOOT 139 MANHOLE 5616 ATER MAIN FOOT 111 XX949 REMOVE AND REPLACE CURB AND GUTTER (SPECIAL) FOOT 146 CATCH BASIN 5617 ATER MAIN FOOT 843 XX9157 ATER MAIN (SPECIAL) FOOT 2287 END INLET/2' CATCH BASIN 5645 FIRE HYDRANTS TO BE REMOVED EACH 7 Z743 TEMPORARY SIDEALK SQ FT PERMANENT DRAINAGE EASEMENT 6711 MOBILIZATION L SUM 1 Z13798 CONSTRUCTION LAYOUT L SUM 1 TEMPORARY CONSTRUCTION EASEMENT SPECIAL ASTE DISPOSAL CU YD 65 Z5664 STORM SEER (ATER MAIN REQUIREMENTS) 8 INCH FOOT 22 K15863 TREE ROOT PRUNING EACH Z5666 STORM SEER (ATER MAIN REQUIREMENTS) 1 INCH FOOT 51 X FLAGSTONE SIDEALK SQ FT 54 Z56642 STORM SEERS, TYPE 1, ATER MAIN QUALITY PIPE, FOOT 15 X SANITARY SEER AND REPLACEMENT EACH 22 KEN1 ATER MAIN (SPECIAL) EACH 24 X TEMPORARY PATCHING SQ YD KEN2 SANITARY SEER (ATER MAIN REQUIREMENTS) 8 INCH FOOT 22 = 12/11/218 6:2:6 AM tbl FILE NAME = N:\PROJ\295.1\Design\Misc_Sheets\295.1soq1.dgn X84 SANITARY SEER FOOT North Cumberland Avenue, Suite 42 Chicago, Illinois 6656 Tel Fax = lmattson PLOT SCALE = 1. ' / in. = 12/11/218 9/19/218 KEN3 POST CONSTRUCTION TELEVISING OF SANITARY SEER S EACH 27 SUMMARY OF QUANTITIES AND LEGEND SCALE: N.T.S. OF STA. TO STA. 3 CONTRACT 295.1

4 PT Sta PT Sta PC Sta POT Sta S.E. RUN = S.E. RUN = P.C. STA. = P.C. STA. = P.T. STA. = P.T. STA. = EX EX KENILORTH AVE EXIST. CURVE KENILORTH 3 EXIST. CURVE KENILORTH 4 POT Sta 1+. PC Sta KENILORTH PRC Sta RIDGE RD 12 PT Sta PC Sta KENIL ORTH AVE POT Sta 2+. PC Sta PT Sta TEMPORARY BM "B" CONTROL POINT 72 CONTROL POINT 73 CONTROL POINT 79 KENIL ORTH AVE GREENOOD AVE CONTROL POINT 78 V POT Sta KENILORTH9 EXIST. CURVE KENILORTH 7 CONTROL POINT 71 PROJECT COORDINATES KENILORTH AVENUE DESCRIPTION STATION NORTHING EASTING P.O.T P.C P.R.C NOTE: MAP COORDINATES REFLECT STATE PLANE COORDINATE SYSTEM EAST ZONE NAD 83 (211) VALUES P.T P.C P.T P.O.T ELEVATIONS REFLECT NAVD 88 VALUES 13 KENIL ORTH AVE PT Sta PC Sta CONTROL POINT 72 EX 34 CONTROL POINTS COORDINATES POINT # NORTHING EASTING ELEVATION STATION OFFSET CONTROL POINT EXIST. CURVE STERLING 6 PC Sta POT Sta PC Sta CONTROL POINT PT Sta PT Sta POT Sta V V PT Sta = 12/6/218 11:22:8 AM tbl FILE NAME = N:\PROJ\295.1\Design\Misc_Sheets\295.1alignties1.dgn GREEN OOD AVE TEMPORARY BM "B" EX KENILORTH AVE KENIL ORTH AVE 557 North Cumberland Avenue, Suite 42 Chicago, Illinois 6656 Tel Fax EXIST. CURVE STERLING 3 CONTROL POINT 73 PLOT SCALE = 6. ' / in. = 12/6/218 EARLSTON RD PROJECT COORDINATES STERLING ROAD DESCRIPTION STATION NORTHING EASTING P.O.T P.C P.T P.C P.T P.C P.R.C P.T P.O.T /19/218 NG131 TBM "A" TBM "B" BENCHMARKS NGS MONUMENT NG131 LOCATED AT THE S CORNER OF THE INTER OF GREEN BAY RD AND PARK BLVD. ELEV = NE BOLT OF FHYD AT N CORNER OF AND PARK BLVD ELEV = SE BOLT OF FHYD ON SOUTH SIDE OF KENILORTH AVE ACCROSS FROM ELEV = PC Sta CONTROL POINT 76 EXIST. CURVE STERLING 9 PARK BLVD EXIST. CURVE STERLING 1 TEMPORARY BM "A" CONTROL POINT 77 ALIGNMENT, TIES AND BENCHMARKS SCALE: 1" = 6' OF STA. TO STA. PRC Sta PT Sta V EXIST. CURVE STERLING_3 PI STA. = R = 5.' T = 25.49' L = 5.93' E =.65' P.C. STA. = P.T. STA. = EXIST. CURVE STERLING_6 PI STA. = R = 12.' T = 67.53' L = 123.1' E = 17.69' P.C. STA. = P.T. STA. = MELROSE AVE V EXIST. CURVE STERLING_9 PI STA. = R = 6.' T = 82.23' L = ' E = 5.61' P.C. STA. = P.T. STA. = EXIST. CURVE STERLING_1 PI STA. = R = 49.5' T = 43.2' L = 85.72' E = 2.26' P.C. STA. = P.T. STA. = 2.76 CONTRACT

5 SA MH RIM = ST INLET INV =.31 (N)(S) RIM = RIM = INV = 63.8 (N) 1 LF ATER MAIN, 135 V RIM = TP = V TP = V 185 SF SIDEALK FIRE HYDRANTS TO BE REMOVED VALVE VAULTS TO BE ABANDONED 52 SF SIDEALK LF ATER MAIN TO BE ABANDONED, 1389 ST CB RIM = ST CB RIM = INV = (S)(NE) 98 ST RIM = 62 INV = LF ATER TO BE ABANDO 168 SA MH RIM = INV = (E) INV = (NE) 169 ST INLET RIM = INV = () INV = (S) 12 LF ATER MAIN TO BE ABANDONED, 164 SA MH RIM =.6 INV = NOTES: 1. HMA PAVEMENT SHALL BE INCLUSIVE OF CLASS D PATCH 9". 2. PCC PAVEMENT SHALL BE INCLUSIVE OF CLASS B PATCH 9". 3. CURB SHALL BE INCLUSIVE OF REMOVE AND REPLACE CURB AND GUTTER (SPECIAL). 4. SEE PROPOSED ATER MAIN PLAN AND PROFILE FOR SANITARY AND REPLACEMENT. 5. PCC DRIVEAY SHALL BE INCLUSIVE OF PORTLAND CEMENT CONCRETE DRIVEAY AND REPLACEMENT. 6. HMA DRIVEAY SHALL BE INCLUSIVE OF HOT MIX ASPHALT DRIVEAY AND REPLACEMENT. RIDGE RD LF STORM SEER, 13 KENILORTH AVE 11 SY HMA DRIVEAY (SEE NOTE6) RIM = INV =.13 (E) 1374 ST MH RIM = INV = (N) 1395 ST MH INV = (S) 1373 ST MH RIM = LF CURB (SEE NOTE 3) SEE NOTE 4 INV = () INV = (E) 14 VALVE VAULTS TO BE ABANDONED 1738 V RIM = TP = FIRE HYDRANTS TO BE REMOVED SY HMA PAVEMENT (SEE NOTE 1) LF STORM SEER, 1678 SA MH RIM = SY PCC DRIVEAY (SEE NOTE 5) 992 SF SIDEALK MATCHLINE STA SY HMA DRIVEAY (SEE NOTE6) 2' 4' INV = (E) SA MH RIM = INV = ()(E) INV = (S) INV = (N) 273 ST CB RIM = INV = () INV = (E) ST CB RIM = INV = () INV = (E) KENIL ORTH AVE 18 ST CB RIM = INV = (E) INV = (S) 1847 ST MH RIM = 62.1 INV = () INV = (E) 74 V RIM = TP = ' 4' 545 = 12/6/218 11:22:9 AM tbl FILE NAME = N:\PROJ\295.1\Design\Removal\2951KENREM1.dgn MATCHLINE STA North Cumberland Avenue, Suite 42 Chicago, Illinois 6656 Tel Fax PLOT SCALE = 2. ' / in. = 12/6/ LF ATER MAIN TO BE ABANDONED, 9/19/ LF ATER MAIN, ST MH RIM = INV = (E) 53 SF SIDEALK LF CURB FIRE HYDRANTS TO BE REMOVED 117 SF SIDEALK 1389 ST CB RIM = INV = (SE) GREENOOD AVE 1" 198 ST CB RIM = INV = (N)(SE) EXISTING UTILITY AND PLAN 782 LF ATER MAIN TO BE ABANDONED, SCALE: 1" = 2' OF STA. TO STA. A163 SA MH RIM = INV = ()(E) SEE NOTE 4 5 SF SIDEALK A1228 ST CB RIM = INV = 61.9 ()(E) INV = (S) CONTRACT A163 RIM = INV =

6 MATCHLINE STA A163 ST CB INV = (N)(S) RIM = INV = ()(E) SEE NOTE 4 37 LF CURB (SEE NOTE 3) 54 SF FLAGSTONE SIDEALK 112 GREENOOD AVE " V A1335 ST MH RIM =.79 A174 ST CB RIM =.16 INV = SF SIDEALK A1734 SA MH RIM = A174 SA MH RIM = " INV = (NE)(S) INV = (NE)() 1" 1" 15" GLENDENNING RD 1" 1 LF ATER MAIN, A173 V RIM =.97 TP = VALVE VAULTS TO BE ABANDONED 76 SY PCC PAVEMENT (SEE NOTE 2) A172 ST MH RIM = 616. TP = (S)(SE)(N) A1484 ST CB RIM =.31 INV = SF SIDEALK FIRE HYDRANTS TO BE REMOVED A1484 ST INLET RIM =.19 INV = A172 ST MH RIM =.89 TP = ()(N) A1484 SA MH RIM =.83 INV = LF CURB (SEE NOTE 3) 2949 SA M H 2' 4' RIM = INV = (NE)(S ) 295 ST M H RIM = INV =.32 (NE)(S ) 27 LF ATER MAIN TO BE ABANDONED, 4" A1935 SA MH RIM = INV = (S)()(N) = 12/6/218 11:22:9 AM tbl FILE NAME = N:\PROJ\295.1\Design\Removal\2951GREENKENTERREM2.dgn 17 LF ATER MAIN, V 557 North Cumberland Avenue, Suite 42 Chicago, Illinois 6656 Tel Fax REMOVE AND ABANDON VALVE BOX V 4" PLOT SCALE = 2. ' / in SY HMA PAVEMENT (SEE NOTE 1) = 12/6/218 SEE NOTE 4 4" /19/218 A1935 ST MH RIM = INV =.8 (E) INV = (S)()(N)(N) INV = (S) KENILORTH TERRACE 2 LF SANITARY 14 SY HMA PAVEMENT (SEE NOTE 1) SEER, V SY HMA PAVEMENT (SEE NOTE 1) NOTES: HMA PAVEMENT SHALL BE INCLUSIVE OF CLASS D PATCH 9". PCC PAVEMENT SHALL BE INCLUSIVE OF CLASS B PATCH 9". CURB SHALL BE INCLUSIVE OF REMOVE AND REPLACE CURB AND GUTTER (SPECIAL). SEE PROPOSED ATER MAIN PLAN AND PROFILE FOR SANITARY AND REPLACEMENT. EXISTING UTILITY AND PLAN SCALE: 1" = 2' OF STA. TO STA ST CB RIM = 62.2 INV = (NE)(S) 2' 4' 291 ST M H RIM = SF SIDE ALK REM OVAL CONTRACT INV =.81 (N

7 (S )(NE) 98 ST MH RIM = ST CB RIM = INV = (N) INV = (S) 2397 SA MH RIM = INV = (N)(S) 14 INV = (N)(S) 2223 ST MH RIM = INV = (N)(S) 2654 ST CB RIM = 6.17 INV = (N)(S) ST CB RIM = INV = (N) 2294 ST CB RIM = INV = (N) 2554 V INV = (S) RIM = 622. TP = TP = RIM = RIM = 6.39 INV = (E) 1738 V SA M H RIM = INV = (E) 168 SA M H 187 LF ATER MAIN TO BE ABANDONED, 195 LF ATER MAIN TO BE ABANDONED, 113 SF SIDEALK 91 V RIM = TP = UNKNON (FILLED ITH GRAVEL) LF SEER, 1" VALVE VAULTS TO BE ABANDONED FIRE HYDRANTS TO BE REMOVED 2 LF ATER MAIN, 36 SY HMA PAVEMENT (SEE NOTE 1) VALVE VAULTS TO BE ABANDONED V EARLSTON RD " 2471 ST CB RIM = INV = (NE)(S) MATCHLINE STA ST CB RIM = 6.15 INV = 617. (N) 2' 4' = 12/6/218 11:22:1 AM tbl FILE NAME = N:\PROJ\295.1\Design\Removal\2951STERREM3.dgn MATCHLINE STA North Cumberland Avenue, Suite 42 Chicago, Illinois 6656 Tel Fax OTHER ATER (SUMP PUMP?) RIM = 6.4 INV = UNKNON USE PLOT SCALE = 2. ' / in SA MH RIM = 6.7 INV = (N)(S) = 12/6/ ST CB RIM = 62.2 INV = (NE)(S) LF ATER MAIN TO BE ABANDONED, 9/19/ SF SIDEALK 1" FIRE HYDRANTS TO BE REMOVED 291 ST MH RIM = INV =.81 (NE)(S) V 2819 ST CB RIM = INV =.96 (NE)(S) EXISTING UTILITY AND PLAN SCALE: 1" = 2' OF STA. TO STA SA MH RIM = INV = (NE)(S) 295 ST MH RIM = INV =.32 (NE)(S) ST CB RIM = " INV = (NE)(S) " 7 SEE MATCHLINE STA ST CB RIM = NOTES: INV = (NE) INV = UNKNON (S) HMA PAVEMENT SHALL BE INCLUSIVE OF CLASS D PATCH 9". PCC PAVEMENT SHALL BE INCLUSIVE OF CLASS B PATCH 9". CURB SHALL BE INCLUSIVE OF REMOVE AND REPLACE CURB AND GUTTER (SPECIAL). SEE PROPOSED ATER MAIN PLAN AND PROFILE FOR SANITARY AND REPLACEMENT. 2' 4' CONTRACT

8 V V 3224 ST CB RIM = INV = (NE) 1" 3112 SA MH RIM = ST CB RIM = LF STORM SEER, 1" 88 SY HMA PAVEMENT (SEE NOTE 1) 383 ST CB RIM = INV = (NE) INV = UNKNON (S) 1 INV = (NE)(S) 25 SF SIDEALK INV = (E) 3962 V RIM = TP = V 3942 ST CB RIM = INV = (E) RIM = TP = " 3522 ST MH RIM = INV = ()(E) 18 SY HMA PAVEMENT (SEE NOTES 1) 1" 35 V RIM = TP = ST CB RIM = INV = (S) 3519 V RIM = TP = LF CURB (SEE NOTE 3) FIRE HYDRANT 44 TO BE REMOVED 25 LF ATER MAIN TO BE ABANDONED, 353 ST CB RIM =.58 INV = 61.8 (E) 281 LF ATER MAIN TO BE ABANDONED, ST CB RIM = INV = (E) INV = 68.7 () 393 V RIM = TP = CUT AND CAP EX ATER MAIN 6 SF SIDEALK 12" 1" 122 SF SIDEALK 3398 ST CB RIM = SF SIDEALK INV = (NE) INV = ()(S)(S) LF CURB 2 1 LF CURB (SEE NOTE 3) 12" 1 4 SY HMA PAVEMENT (SEE NOTE 1) VALVE VAULTS TO BE ABANDONED 45 LF ATER MAIN, 15" (SEE NOTE 3) 386 SA MH 3523 SA MH RIM = INV = ()(E) INV = 69.6 (S) 27 SY HMA PAVEMENT (SEE NOTE 1) 1 LF CURB (SEE NOTE 3) 18 LF ATER MAIN TO BE ABANDONED RIM =.29 INV = ()(E) 3817 ST CB RIM = INV = 68.5 ()(N)(E) INV = (S) 3991 ST CB 1 LF CURB (SEE NOTE 3) 1 LF CURB (SEE NOTE 3) RIM = INV = (S) INV = (SE) INV = () 3449 ST CB RIM = INV = (N) 3489 ST MH RIM = INV = ()(E) INV = (S) 1" " PARK DR 3554 V RIM = TP = ST CB RIM =.75 INV = (E) 12" MELROSE AVE V RIM =.78 TP = NOTES: = 12/6/218 11:22:1 AM tbl FILE NAME = N:\PROJ\295.1\Design\Removal\2951STERREM4.dgn 557 North Cumberland Avenue, Suite 42 Chicago, Illinois 6656 Tel Fax PLOT SCALE = 2. ' / in. = 12/6/218 9/19/ HMA PAVEMENT SHALL BE INCLUSIVE OF CLASS D PATCH 9". 2. PCC PAVEMENT SHALL BE INCLUSIVE OF CLASS B PATCH 9". 3. CURB SHALL BE INCLUSIVE OF REMOVE AND REPLACE CURB AND GUTTER (SPECIAL). 4. SEE PROPOSED ATER MAIN PLAN AND PROFILE FOR SANITARY AND REPLACEMENT EXISTING UTILITY AND PLAN SCALE: 1" = 2' OF STA. TO STA. 2' 4' 8 CONTRACT 295.1

9 PLAN SURVEYED B.M. NOTED 51 KENILORTH NOGAP RIDGE RD ' MIN ATER MAIN, 34 LF GATE VALVE AND BOX, STA 11+6, 45 V X 6' REDUCER 45 CONNECTION TO EXISTING ATER MAIN (NONPRESSURE), FIRE HYDRANTCOMPLETE STA 11+7, O/S 26.4' LT FLG = SEE NOTE ATER CONNECTION (LONG) TYP SANITARYSEER AND REPALCEMENT (TYP) ATER SERVI CONNECTION ( TYP SEE 13 FOR IMPROVEMENTS ALIGNMENT RT. OF AY CADD FILE NAME BY NOTES: ATER MAIN (SPECIAL) LIMITS SHALL BE MEASURED FORM THE FRONT EDGE OF THE DRILLING AND S. ADDITIONALOR ALTERNATIVE DRILLING SETUPS SHALLBE APPROVED BYTHE VILLAGE'S REPRESENTATIVE. COST OF ADDTIONALDRILLING SETUPS SHALLBE CONSIDERED INCLUDED IN BID UNIT PRICING FOR ATER MAIN (SPECIAL). FITTINGS HAVE BEEN CALLED OUT ON THE PLAN FOR INFORMATIONALPURPOSES. THE COST OF FITTINGS (TEES, BENDS, REDUCERS, COUPLING, CAPS) SHALLBE INCLUDED IN THE COST OF ATER MAIN AND ATER MAIN CONNECTIONS PAYITEMS. COORDINATE ITH VILLAGE AT PROPERTY OF 633 KENILORTH AVE FOR FINAL ALIGNMENT. O/S 26.5' LT RIM = TP = LF 45 AND ATER MAIN, ATER MAIN, (SPECIAL) 17 LF LF DRILLING ATER MAIN, ATER MAIN QUALITY PIPE, 83 LF 13 ZONE KENILORTH AVE STORM SEER, TYPE 1 TRANSITION PIT ATER MAIN, 56 LF 63 5 HORIZONTAL DRILLSETUP LF X8' TEE GATE VALVE AND BOX, STA 14+66, O/S 29.2' LT RIM = TP = DEFL ATER MAIN, 9 LF 7 ATER CONNECTION (SHORT) TYP TYP FIRE HYDRANTCOMPLETE STA 15+4, O/S 23.5' RT FLG = ' 4' GRAPHICSCALE 645 ATER MAIN, (SPECIAL) 645 BY 64 GATE VALVE AND BOX, STA 11+6, O/S 26.5' LT RIM = TP = EX M BP = EX CABLE ATER MAIN (SPECIAL) 63 ATER MAIN, 34 LF GROUND PROFILE OVER STATIONING BP = 6.42 BP = EX STORM SEER EX SAN TP = ATER MAIN, 56 LF ATER MAIN, 12 LF 63 PROFILE SURVEYED GRADES STRUCTURE NOTAT'NS CH'KD FILE NAME = N:\PROJ\295.1\Design\Proposed_Plan\2951PNP_KEN1.dgn 62 CONNECTION TO EXISTING ATER MAIN (NONPRESSURE), 45 HOR BEND X TEE TO HYDRANT STA ATER MAIN, 54 LF ATER MAIN, (SPECIAL) 17 LF EX GAS BP = EX SAN TP = 617. DRILLING PIT GATE VALVE AND BOX, STA 14+66, O/S 29.2' LT RIM = TP =.93 X TEE TO HYDRANT STA 15+4 RECEIVING PIT HOR BEND HOR BEND HOR BEND = 12/6/218 11:22:11 AM CONNECTION RJ VER BEND HOR BEND (ROLLED HOR BEND IN VERTICALPLANE) (ROLLED IN VERTICAL X TEE PLANE) RJ EX SAN TP =.3 ATER MAIN,, 9 LF tbl 557 North Cumberland Avenue, Suite 42 Chicago, Ilinois 6656 Tel Fax =ddasilva PLOT SCALE = 2. ' / in. =12/6/ /19/218 VILLAGEOFKENILORTH STERLING ATERMAIN REPLACEMENT PROPOSED ATERMAIN PLAN AND PROFILE 1" = 2' TO STA. SCALE: OF STA. CONTRACT

10 561 KENIL ORTH AVE NOTES: ATER MAIN (SPECIAL) LIMITS SHALL BE MEASURED FORM THE FRONT EDGE OF THE DRILLING AND S. ADDITIONAL OR ALTERNATIVE DRILLING SETUPS SHALL BE APPROVED BY THE VILLAGE'S REPRESENTATIVE. COST OF ADDTIONAL DRILLING SETUPS SHALL BE BY X REDUCER 545 CONNECTION TO EXISTING ATER MAIN (NONPRESSURE) ATER MAIN, ATER CONNECTION (SHORT) TYP 3. CONSIDERED INCLUDED IN BID UNIT PRICING FOR ATER MAIN (SPECIAL). FITTINGS HAVE BEEN CALLED OUT ON THE PLAN FOR INFORMATIONAL PURPOSES. THE COST OF FITTINGS (TEES, BENDS, REDUCERS, COUPLING, CAPS) SHALL BE INCLUDED IN THE COST OF ATER MAIN AND ATER MAIN CONNECTIONS PAY ITEMS. ATER CONNECTION (LONG) 2' 4' SURVEYED ALIGNMENT RT. OF AY CADD FILE NAME PLAN 9 SEE MATCHLINE STA 16+ SANITARY SEER AND REPLACEMENT (TYP) 11 1 LF GREENOOD AVE 1" TYP MATCHLINE STA SEE X TEE ATER MAIN, ATER MAIN, (SPECIAL) 79 LF (SPECIAL) 251 LF FIRE HYDRANT COMPLETE STA 18+79, O/S.4' RT FLG = GATE VALVE AND BOX, STA 18+87, O/S 27.9' RT RIM = TP = ATER MAIN, (SPECIAL) 384 LF STORM SEER, TYPE 1 ATER MAIN QUALITY PIPE, LF BY PROFILE SURVEYED GRADES B.M. NOTED STRUCTURE NOTAT'NS CH'KD = 12/6/218 11:22:14 AM tbl FILE NAME = N:\PROJ\295.1\Design\Proposed_Plan\2951PNP_KEN2.dgn EX SAN TP = ' MIN EX SAN TP = North Cumberland Avenue, Suite 42 Chicago, Illinois 6656 Tel Fax PLOT SCALE = 2. ' / in = 12/6/ ATER MAIN, (SPECIAL) 251 LF /19/ EX SAN BP = ATER MAIN, (SPECIAL) 79 LF X TEE EX SAN BP = X TEE TO HYDRANT STA 18+8 ATER MAIN, (SPECIAL) RJ GATE VALVE AND BOX, STA 18+87, O/S 27.9' RT RIM = TP = EX SAN BP = GROUND PROFILE OVER STATIONING EX SAN BP = ATER MAIN, (SPECIAL) 384 LF PROPOSED ATER MAIN PLAN AND PROFILE EX SAN BP = SCALE: 1" = 2' OF STA. TO STA EX SAN BP = EX STORM SEER BP = CONTRACT 295.1

11 BY 523 SANITARY SEER AND REPLACEMNT (TYP) 517 ATER MAIN, (SPECIAL) 29 LF X REDUCER ATER MAIN, 2 LF GATE VALVE AND BOX, STA , O/S 3.5' RT RIM =.85 TP = " GLENDENNING RD 45 1" CONNECTION TO EXISTING ATER MAIN (NON PRESSURE), NOTES: 1. ATER MAIN (SPECIAL) LIMITS SHALL BE MEASURED FORM THE FRONT EDGE OF THE DRILLING AND S. 2. ADDITIONAL OR ALTERNATIVE DRILLING SETUPS SHALL BE APPROVED BY THE VILLAGE'S REPRESENTATIVE. COST OF ADDTIONAL DRILLING SETUPS SHALL BE CONSIDERED INCLUDED IN BID UNIT PRICING FOR ATER MAIN (SPECIAL). SURVEYED ALIGNMENT RT. OF AY CADD FILE NAME PLAN 1 SEE MATCHLINE STA TRANSITION 17 ZONE PVC CASING PIPE, 12" LF ATER MAIN, 113 LF GREENOOD AVE " V 1" DRILLING PIT 71 1" 1" FITTINGS HAVE BEEN CALLED OUT ON THE PLAN FOR INFORMATIONAL PURPOSES. THE COST OF FITTINGS (TEES, BENDS, REDUCERS, COUPLING, CAPS) SHALL BE INCLUDED IN THE COST OF ATER MAIN AND ATER MAIN CONNECTIONS PAY ITEMS. REFER TO PLAN VIE FOR ATER MAIN CROSSING OF GREENOOD AVENUE. TO VERTICAL 45 FITTING SHALL BE REQUIRED NORTH OF CROSSING 72 AFTER CASING PIPE TO ACHIEVE A TOP OF PIPE ELEVATION OF AT THE 45 HORIZONTAL FITTING. FITTINGS MAY BE ROLLED IN THE VERTICAL AND HORIZONTAL PLANES TO ACHIEVE PLAN ALIGNMENT. GATE VALVE AND BOX, 9 FIRE HYDRANT COMPLETE STA , O/S 27.6' RT STA , O/S 2.7' RT RIM =.91 FLG =.77 TP = ATER CONNECTION (SHORT) TYP HORIZONTAL DIRECTION 2' 4' DRILL SETUP ATER MAIN, (SPECIAL) BY PROFILE SURVEYED GRADES B.M. NOTED STRUCTURE NOTAT'NS CH'KD = 12/6/218 11:22:15 AM tbl FILE NAME = N:\PROJ\295.1\Design\Proposed_Plan\2951PNP_KEN3.dgn EX SAN BP = North Cumberland Avenue, Suite 42 Chicago, Illinois 6656 Tel Fax TEE TO HYDRANT STA GATE VALVE AND BOX, STA 2+71, O/S 27.6' RT RIM =.91 TP = PLOT SCALE = 2. ' / in = 12/6/ EX SAN BP = /19/ EX SAN BP = ' MIN EX SAN BP = ATER MAIN (SPECIAL) 29 LF EX SAN BP = DRILLING PIT ATER MAIN, 113 LF 45 HOR BEND (SEE NOTE 4) 45 VERT BEND 45 VERT BEND RJ CONNECTION GATE AND VALVE BOX, STA , O/S 3.5' RT RIM =.85 TP = ATER MAIN, 2 LF 9 HOR BEND (SEE NOTE 4) CONNECTION TO EXISTING GROUND PROFILE OVER STATIONING ATER MAIN (NONPRESSURE), PROPOSED ATER MAIN PLAN AND PROFILE SCALE: 1" = 2' OF STA. TO STA CONTRACT 295.1

12 GATE VALVE AND BOX, STA 14+53, O/S 24' 24.2' RT RT RIM = TP =.93 ATER CONNECTION (LONG) TYP ATER MAIN, 11 LF CONNECTION TO EXISTING ATER MAIN (NONPRESSURE), 2' 4' STORM SEER (ATER MAIN ATER MAIN, (SPECIAL) 34 LF REQUIREMENTS), 22 LF GATE VALVE AND BOX, STA 23+61, O/S 27.3' RT 14 RIM = 6.8 TP = BY SURVEYED ALIGNMENT RT. OF AY CADD FILE NAME PLAN ATER MAIN, 5" 5 LF ATER MAIN, 12 LF ATER CONNECTION (SHORT) 15+ TYP ATER MAIN, (SPECIAL) 339 LF X TEE STORM SEER (M REQ) 1" LF ATER MAIN, ATER MAIN, (SPECIAL) 339 LF 6 LF FIRE HYDRANT COMPLETE GATE VALVE AND BOX, STA 22+9, O/S 32.8' RT STA 23+28, O/S 32.6' RT FL = RIM = 6.92 TP = X REDUCER " EARLSTON RD V MATCHLINE STA SEE NOTES: ATER MAIN (SPECIAL) LIMITS SHALL BE MEASURED FORM THE FRONT EDGE OF THE DRILLING AND S. 3. FITTINGS HAVE BEEN CALLED OUT ON THE PLAN FOR INFORMATIONAL PURPOSES. THE COST OF FITTINGS (TEES, BENDS, ADDITIONAL OR ALTERNATIVE DRILLING REDUCERS, COUPLING, CAPS) SHALL BE BY 64 SETUPS SHALL BE APPROVED BY THE VILLAGE'S REPRESENTATIVE. COST OF ADDTIONAL DRILLING SETUPS SHALL BE CONSIDERED INCLUDED IN BID UNIT PRICING FOR ATER MAIN (SPECIAL). INCLUDED IN THE COST OF ATER MAIN AND ATER MAIN CONNECTIONS PAY ITEMS. 64 ATER MAIN, (SPECIAL) PROFILE SURVEYED GRADES B.M. NOTED STRUCTURE NOTAT'NS CH'KD = 12/6/218 11:22:16 AM tbl FILE NAME = N:\PROJ\295.1\Design\Proposed_Plan\2951PNP_STER4.dgn CONNECTION EX ELECTRICAL BP = 62.7 EX GAS BP = 62.7 EX ELECTRICAL BP = EX GAS BP = EX STORM SEER, BP = ATER MAIN,, 12 LF EX ATER MAIN, BP = ATER MAIN,, 12 LF RJ GATE AND VALVE BOX, STA 14+53, O/S 24' RT RIM = , TP = North Cumberland Avenue, Suite 42 Chicago, Illinois 6656 Tel Fax PLOT SCALE = 2. ' / in = 12/6/ EX ELECTRICAL BP = EX M BP = /19/ ' MIN ATER MAIN, (SPECIAL) 339 LF EX SAN TP = EX 1" STORM SEER BP = EX GAS BP = EX SAN TP = EX M BP = BP = X TEE TO HYDRANT STA X TEE RJ GATE AND VALVE BOX, STA 23+61, O/S 27.3' RT RIM = 6.8 TP = EX GAS BP = ATER MAIN, (SPECIAL) 34 LF PROPOSED ATER MAIN PLAN AND PROFILE EX ELECTRICAL SCALE: 1" = 2' OF STA. TO STA ATER MAIN, (SPECIAL) 339 LF EX SAN TP = GROUND PROFILE UNDER STATIONING CONTRACT 295.1

13 BY SURVEYED ALIGNMENT RT. OF AY CADD FILE NAME PLAN MATCHLINE STA 25+5 SEE FLG = FIRE HYDRANT COMPLETE STA 25+52, O/S 23.4' RT DRILLING PIT TRANSITION ZONE 353 CAP ATER MAIN, 5 LF ATER MAIN, 99 LF " DRILL SETUP 49 ATER MAIN, 3 LF HORIZONTAL DIRECTIONAL V X TEE ATER MAIN 5 LF GATE VALVE AND BOX, STA 28+14, O/S 23.5' LT RIM = TP =.17 FIRE HYDRANT COMPLETE STA 28+4, O/S 2.2' LT FLG = " ATER CONNECTION (SHORT) TYP 51 SANITARY SEER SANITARY SEER AND REPLACEMENT AND REPLACEMENT 381 ATER MAIN (SPECIAL), 27 LF 52 NOTES: 1. ATER MAIN (SPECIAL) LIMITS SHALL BE MEASURED FORM THE FRONT EDGE OF THE DRILLING AND S. 2. ADDITIONAL OR ALTERNATIVE DRILLING SETUPS SHALL BE APPROVED BY THE VILLAGE'S REPRESENTATIVE. COST OF ADDTIONAL DRILLING SETUPS SHALL BE CONSIDERED INCLUDED IN BID UNIT PRICING FOR ATER MAIN (SPECIAL). 3. FITTINGS HAVE BEEN CALLED OUT ON THE ATER PLAN FOR INFORMATIONAL PURPOSES. CONNECTION (LONG) THE COST OF FITTINGS (TEES, BENDS, TYP REDUCERS, COUPLING, CAPS) SHALL BE INCLUDED IN THE COST OF ATER MAIN AND ATER MAIN CONNECTIONS PAY ITEMS. 38 1" 1 13 MATCHLINE STA 1+ SEE 2' 4' BY 63 ATER MAIN, (SPECIAL) 63 PROFILE SURVEYED GRADES B.M. NOTED STRUCTURE NOTAT'NS CH'KD = 12/6/218 11:22:18 AM tbl FILE NAME = N:\PROJ\295.1\Design\Proposed_Plan\2951PNP_STER5.dgn X TEE TO HYDRANT STA EX TELEPHONE BP = DRILLING PIT EX SAN TP = ATER MAIN, 99 LF 22.5 HOR BEND EX ELECTRICAL BP = EX SAN 27+6 RJ EX ELECTRICAL BP = TP = HOR BEND RJ RJ North Cumberland Avenue, Suite 42 Chicago, Illinois 6656 Tel Fax PLOT SCALE = 2. ' / in = 12/6/ /19/ X TEE RJ ATER MAIN, 5 LF HOR BEND X TEE TO HYDRANT STA 28+4 EX SAN TP = ATER MAIN, (SPECIAL) 27 LF PROPOSED ATER MAIN PLAN AND PROFILE EX SAN TP = ATER MAIN, (SPECIAL) SCALE: 1" = 2' OF STA. TO STA. GROUND PROFILE OVER STATIONING ' MIN EX SAN TP = CONTRACT 295.1

14 1" V 1 V 1" " BY 53 SANITARY SEER AND REPLACEMENT 1 SEE 12 MATCHLINE STA " 56 PVC CASING PIPE, 12" 22 LF CONNECTION TO EXISTING ATER MAIN (NONPRESSURE), X REDUCER ATER MAIN, 5 LF PVC CASING PIPE, 12" 28 LF 61 ATER MAIN,, 3 LF STORM SEER (ATER MAIN REQUIREMENT), 1", 11 LF GATE VALVE AND BOX, STA 2+98, O/S 48.5 LT RIM = TP = ATER MAIN,, 2 LF X CROSS FIRE HYDRANT COMPLETE STA 3+8, O/S 33.6 LT FLG = NOTES: 1. ATER MAIN (SPECIAL) LIMITS SHALL 3. FITTINGS HAVE BEEN CALLED OUT ON THE BE MEASURED FORM THE FRONT EDGE PLAN FOR INFORMATIONAL PURPOSES. OF THE DRILLING AND S. THE COST OF FITTINGS (TEES, BENDS, 2. ADDITIONAL OR ALTERNATIVE DRILLING REDUCERS, COUPLING, CAPS) SHALL BE SETUPS SHALL BE APPROVED BY THE INCLUDED IN THE COST OF ATER MAIN VILLAGE'S REPRESENTATIVE. COST OF AND ATER MAIN CONNECTIONS PAY ITEMS. ADDTIONAL DRILLING SETUPS SHALL BE CONSIDERED INCLUDED IN BID UNIT PRICING FOR ATER MAIN (SPECIAL). TRANSITION ZONE ATER MAIN,, 4 LF DRILLING PIT CONNECTION TO EXISTING ATER MAIN (NONPRESSURE), 1" 12" 2' 4' HORIZONTAL DIRECTIONAL DRILL SET UP SURVEYED ALIGNMENT RT. OF AY CADD FILE NAME TRANSITION ZONE ATER RECONNECTION (SHORT) TYP DRILLING PIT BEND " ATER MAIN,, 3 LF ATER MAIN,, 22 LF CONNECTION TO EXISTING ATER MAIN (NONPRESSURE), " PLAN HORIZONTAL DIRECTION DRILL SET UP X REDUCER 12" MELROSE AVE PVC CASING PIPE, 12" LF 55 ATER MAIN, 151 LF GATE VALVE AND BOX, PARK DR ATER MAIN, (SPECIAL) 2 LF STA 2+93, O/S 28.5' LT RIM = 617. TP = 612. BY PROFILE SURVEYED GRADES B.M. NOTED STRUCTURE NOTAT'NS CH'KD = 12/6/218 11:22:2 AM tbl FILE NAME = N:\PROJ\295.1\Design\Proposed_Plan\2951PNP_STER6.dgn CONNECTION RJ 1+66 RJ RJ EX SAN ATER MAIN, (SPECIAL) TP= PIT EX GAS BP =.33 EX ELECTRICAL BP = DRILLING EX M BP = VERT BEND 45 HOR BEND 45 VERT BEND PVC CASING PIPE, 12" North Cumberland Avenue, Suite 42 Chicago, Illinois 6656 Tel Fax EX SAN TP = PLOT SCALE = 2. ' / in = 12/6/ EX STORM SEER BP = EX 1" STORM SEER BP = SEER EX STORM SEER BP = EX SAN BP = PVC CASING PIPE, 12" /19/ PVC CASING PIPE, 12" ATER MAIN, 151 LF EX GAS BP = VERT BEND EX 1 STORM SEER BP = VERT BEND EX 1" SAN SEER BP = GATE AND VALVE BOX, STA 2+93, O/S 28.5' LT RIM = 617. TP = 612. X CROSS ATER MAIN, 5 LF X TEE TO HYDRANT STA ATER MAIN, 3 LF EX ELECTRICAL BP = EX TELEPHONE BP = ATER MAIN, (SPECIAL) EX CABLE BP = ATER MAIN, (SPECIAL) 2 LF 4 LF PROPOSED ATER MAIN PLAN AND PROFILE ATER MAIN, SCALE: 1" = 2' OF STA. TO STA. 5' MIN EX VALVE/VAULT DRILLING PIT CONNECTON TO EXISTING ATER GROUND PROFILE OVER STATIONING MAIN (NONPRESSURE), CONTRACT 295.1

15 5' MIN 1 MIN ATER CONENCTION (LONG) TYP CONENCTION TO EX ATER MAIN (NON PRESSURE), ATER MAIN, 1 LF GATE VALVE AND BOX, STA 3+24, O/S 4.5' RT RIM = , TP = SANITARY SEER REPLACEMENT ATER MAIN QUALITY 2 LF NOTES: BY SURVEYED ALIGNMENT RT. OF AY CADD FILE NAME X TEE V ATER MAIN, 23 LF V 4" 24 KENILORTH TERRACE 4" ATER ATER MAIN, (SPECIAL) 24 LF TRANSITION ZONE DRILLING HORIZONTAL DIRECTIONAL V PIT DRILL SETUP ATER MAIN, LF CAP FIRE HYDRANT COMPLETE STA 33+19, O/S 12.9' RT FLG = ATER MAIN (SPECIAL) LIMITS SHALL BE MEASURED FORM THE FRONT EDGE OF THE DRILLING AND S. ADDITIONAL OR ALTERNATIVE DRILLING SETUPS SHALL BE APPROVED BY THE VILLAGE'S REPRESENTATIVE. COST OF ADDTIONAL DRILLING SETUPS SHALL BE CONSIDERED INCLUDED IN BID UNIT PRICING FOR ATER MAIN (SPECIAL). FITTINGS HAVE BEEN CALLED OUT ON THE PLAN FOR INFORMATIONAL PURPOSES. THE COST OF FITTINGS (TEES, BENDS, REDUCERS, COUPLING, CAPS) SHALL BE INCLUDED IN THE COST OF ATER MAIN AND ATER MAIN CONNECTIONS PAY ITEMS. PLAN SANITARY SEER AND REPLACEMENT (TYP) CONNECTION (SHORT) TYP 363 2' 4' GATE VALVE 645 AND BOX, STA 3+24, 645 O/S 4.5O' RT ATER MAIN, (SPECIAL) BY 64 RIM = , TP = EX GAS EX CABLE BP = BP = ATER MAIN, 23 LF ATER MAIN, (SPECIAL) 24 LF GROUND PROFILE 64 PROFILE SURVEYED GRADES B.M. NOTED STRUCTURE NOTAT'NS CH'KD TERR AP = 12/6/218 11:22: AM tbl FILE NAME = N:\PROJ\295.1\Design\Proposed_Plan\2951PNP_KEN_TERR7.dgn EX ELECTRICAL BP = ATER MAIN, 1 LF CONNECTION TO EXISTING ATER MAIN (NONPRESURE), RJ CONNECTION North Cumberland Avenue, Suite 42 Chicago, Illinois 6656 Tel Fax PLOT SCALE = 2. ' / in = 12/6/ EX SAN BP = /19/ EX SAN BP = EX CABLE BP = OVER STATIONING DRILLING PIT ATER MAIN, 7 LF EX ELECTRICAL BP = RJ 33+7 CAP X TEE TO HYDRANT STA EX SAN SERER TP = PROPOSED ATER MAIN PLAN AND PROFILE SCALE: 1" = 2' OF STA. TO STA CONTRACT 295.1