PLANS FOR PROPOSED INFRASTRUCTURE IMPROVEMENTS

Transcription

1 F.. SECTION 36 ILLINOIS INDEX OF SEE 2 PLNS FOR PROPOSED HIGHWY STNDRDS SEE 2 JO DVIESS CRROLL STEPHENSON WINNEBGO OGLE BOONE MC HENRY LKE BENCHMRK DT SEE 2 LOCL (NONMFT) FUNDING : FROM S. STTE ST. TO WSHINGTON ST. & WSHINGTON ST.: FROM 7TH ST. TO 5TH ST., ILLINOIS HNCOCK DMS ROCK ISLND MERCER HENDERSON WRREN MC DONOUGH SCHUYLER BROWN WHITESIDE LEE HENRY BUREU PUTNM STRK MRSHLL KNOX PEORI WOODFORD TZEWELL FULTON MSON LOGN MENRD CSS KNE COOK DE KLB DU PGE KENDLL L SLLE GRUNDY KNKKEE LIVINGSTON IROQUOIS FORD MC LEN DE WITT CHMPIGN VERMILION PITT MCON MORGN SNGMON DOUGLS PIKE SCOTT MOULTRIE EDGR CHRISTIN COLES RNGE EST CLHOUN GREENE MCOUPIN MONTGOMERY SHELBY CUMBERLND CLRK JERSEY FYETTE EFFINGHM JSPER CRWFORD MDISON BOND CLY RICHLND LWRENCE CLINTON MRION MONROE ST. CLIR WSHINGTON JEFFERSON WYNE EDWRDS WBSH RNDOLPH PERRY HMILTON WHITE FRNKLIN JCKSON IMSON SLINE GLLTIN UNION JOHNSON POPE HRDIN LEXNDER PULSKI MSSC J.U.L.I.E. JOINT UTILITY LOCTION INFORMTION FOR EXCVTION CLL 8 Know what'sbelow. Call before you dig. CITY ENGINEER: MY WGNER R TOW NSHIP 36 NORTH PROJECT LOCTION LOCTION OF SECTION INDICTED THUS: ' 2' 3' 2' 3' 5' 5' 5' ' ' 5' ''= 5' ''= 4' ' ''= ' ''= ''= 3' ' ''= 2' FULL SIZE PLNS HVE BEEN PREPRED USING STNDRD ENGINEERING SCLES. REDUCED SIZED PLNS NOT CONFORM TO STNDRD SCLES. IN MKING MESUREMENTS ON REDUCED PLNS, THE BOVE SCLES MY BE USED. 323 LN DRIVE NEW LENOX, ILLINOIS 645 Phone: Toll Free: Fax: ILLINOIS PROFESSIONL DESIGN FIRM PPROVED 2 PROJECT MNGER: T. SCOTT CREECH, P.E. PROJECT LOCTION MP (NOT TO SCLE) CITY ENGINEER 7TH ST/ WSHINGTON ST NET LENGTH OF IMPROVEMENT = 573 FT =.3 MILES HR GREEN COMPNY NME: T. SCOTT CREECH, P.E. PROJECT CONTCT: CLIENT: 6/5/25 :4:5 PM PLOTTED: 252_cvr.dgn FILE NME: pdf_yv.plt PLOT DRIVER: SEC_BORDER.TBL PEN TBLE: PROJECT STTUS PRELIMINRY DESIGN 3% 2//5 PREFINL DESIGN 9% 4//25 IEP PERMIT SUBMITTL 5/29/25 FINL % / FOR BID 6/5/25 CREECH T.SCOTT REGISTERED PROFESSIONL ENGINEER OF ILLI NO S NOIS SEL THOMS S. CREECH, P.E EXPIRES: /3/5 HR GREEN, INC.

2 9.9' 9.8' UTILITY STRUCTURE TO BE DJUSTED BY OTHERS HMILTON STREET 628 ST ' LT 5' LT DJUST UTILITY 8 STRUCTURE DJUST UTILITY EX RIM = 6.2 STRUCTURE PR RIM = 6.93 EX RIM = 66 PR RIM = ' LT 4' LT DJUST UTILITY STRUCTURE EX RIM = 685 PR RIM = 6 44' LT IL 7 (STTE STREET) WOOD TIES TO BE REMOVED 4' RT MTCH LINE ST ' RT 23 ST ' RT DECORTIVE STONE WLL TO BE REMOVED TO BE RELOCTED (BY COMED). SEE WTERMIN FOR WTER RELTED REMOVL ITEMS. LNDSCPE MENITIES SUCH S BOULDERS, TIMBERS, FLG STONE, DECORTIVE STONES OR BRICKS, ND REFLECTORS TO BE REMOVED SHLL BE SLVGED ND PLCED FOR DJCENT PROPERTY OWNER POSSESSION. THIS WORK SHLL BE INCLUDED IN CONTRCT UNIT PRICE OF PVEMENT REMOVL. PRIVTE SPRINKLER SYSTEMS SHLL BE RELOCTED ND RECONNECTED EXISTING RIGHTOFWY PVEMENT REMOVL DRIVEWY PVEMENT REMOVL SIDEWLK REMOVL COMBINTION CURB ND GUTTER REMOVL TREE REMOVL REMOVING MNHOLES REMOVING INLETS S REQUIRED. WORK INCLUDED IN CONTRCT UNIT PRICE OF STORM SEWER REMOVL WORK ITEM IMPCTING SYSTEM. INDICTES DDRESSES HR GREEN PROJ. : USER NME = bfox FILE NME = 252_rem.dgn PLOT SCLE = :2 PLOT = 6/9/25 6/9/5 DDM 6/9/25 7TH/ SCLE: :2 BRICK ND MORTR ENDS OF EXISTING PIPE. THIS WORK SHLL BE INCLUDED IN THE COST OF REMOVING INLETS. REMOVL PLN LL PVEMENT REMOVL SHLL BE SW CUT (FULL DEPTH) INCLUDED IN CONTRCT UNIT COST OF REMOVL BID ITEM. OF 4 ST. + TO ST. 5+5 SECTION 36 8

3 2 2 4 DJUST UTILITY STRUCTURE EX RIM = 6396 PR RIM = 6387 DJUST UTILITY STRUCTURE EX RIM = 638. PR RIM = MTCH LINEST MTCH LINE ST ' 8.4' 6.7' 8 DECORTIVE STONE WLL TO BE REMOVED WLL TO REMIN ND BE REPIRED. SEE RETINING WLL REPIR ND DETILS GRGE BRICK PVER REMOVL TO BE RELOCTED (BY COMED). SEE WTERMIN FOR WTER RELTED REMOVL ITEMS. LNDSCPE MENITIES SUCH S BOULDERS, TIMBERS, FLG STONE, DECORTIVE STONES OR BRICKS, ND REFLECTORS TO BE REMOVED SHLL BE SLVGED ND PLCED FOR DJCENT PROPERTY OWNER EXISTING RIGHTOFWY PVEMENT REMOVL COMBINTION CURB ND GUTTER REMOVL TREE REMOVL POSSESSION. THIS WORK SHLL BE INCLUDED IN CONTRCT UNIT PRICE OF PVEMENT REMOVL. PRIVTE SPRINKLER SYSTEMS SHLL BE RELOCTED ND RECONNECTED S REQUIRED. WORK INCLUDED IN CONTRCT UNIT PRICE OF DRIVEWY PVEMENT REMOVL SIDEWLK REMOVL STORM SEWER REMOVL REMOVING MNHOLES REMOVING INLETS WORK ITEM IMPCTING SYSTEM. INDICTES DDRESSES HR GREEN PROJ. : USER NME = kgomez FILE NME = 252_remdgn PLOT SCLE = :2 PLOT = 6/5/25 6/5/5 7TH/ SCLE: :2 BRICK ND MORTR ENDS OF EXISTING PIPE. THIS WORK SHLL BE INCLUDED IN THE COST OF REMOVING INLETS. REMOVL PLN / LL PVEMENT REMOVL SHLL BE SW CUT (FULL DEPTH) INCLUDED IN CONTRCT UNIT COST OF REMOVL BID ITEM. 2 OF 4 ST. 5+5 TO ST. 8+5 SECTION 36 9

4 .3' DJUST UTILITY STRUCTURE EX RIM = 6463 PR RIM = 6492 BY OTHERS NOT IN THIS CONTRCT MTCH LINE ST ' ' LT 42' LT 6TH STREET 4' LT MTCH LINE ST ' RT DJUST UTILITY STRUCTURE EX RIM = PR RIM = 6434 TO BE RELOCTED (BY COMED). SEE WTERMIN FOR WTER RELTED REMOVL ITEMS. LNDSCPE MENITIES SUCH S BOULDERS, TIMBERS, FLG STONE, DECORTIVE STONES OR BRICKS, ND REFLECTORS TO BE REMOVED SHLL BE SLVGED ND PLCED FOR DJCENT PROPERTY OWNER POSSESSION. THIS WORK SHLL BE INCLUDED IN CONTRCT UNIT PRICE OF PVEMENT REMOVL. PRIVTE SPRINKLER SYSTEMS SHLL BE RELOCTED ND RECONNECTED EXISTING RIGHTOFWY PVEMENT REMOVL DRIVEWY PVEMENT REMOVL SIDEWLK REMOVL COMBINTION CURB ND GUTTER REMOVL TREE REMOVL REMOVING MNHOLES REMOVING INLETS S REQUIRED. WORK INCLUDED IN CONTRCT UNIT PRICE OF STORM SEWER REMOVL WORK ITEM IMPCTING SYSTEM. INDICTES DDRESSES HR GREEN PROJ. : USER NME = kgomez FILE NME = 252_remdgn PLOT SCLE = :2 PLOT = 6/5/25 6/5/5 7TH/ SCLE: :2 BRICK ND MORTR ENDS OF EXISTING PIPE. THIS WORK SHLL BE INCLUDED IN THE COST OF REMOVING INLETS. REMOVL PLN LL PVEMENT REMOVL SHLL BE SW CUT (FULL DEPTH) INCLUDED IN CONTRCT UNIT COST OF REMOVL BID ITEM. 3 OF 4 ST. 8+5 TO ST. 4+ SECTION 36

5 .8' 9' 9.4' ST LT CP WITH BLOCK ND NONSHRINK GROUT, INCLUDED IN COST OF STORM 8 SEWER REMOVL BID ITEM ' LT 437 MTCH LINE ST ST ' LT RT 5TH STREET 428. SEE WTERMIN FOR WTER RELTED REMOVL ITEMS. LNDSCPE MENITIES SUCH S BOULDERS, TIMBERS, FLG STONE, DECORTIVE STONES OR BRICKS, ND REFLECTORS TO BE REMOVED SHLL BE SLVGED ND PLCED FOR DJCENT PROPERTY OWNER POSSESSION. THIS WORK SHLL BE INCLUDED IN CONTRCT UNIT PRICE OF PVEMENT REMOVL. PRIVTE SPRINKLER SYSTEMS SHLL BE RELOCTED ND RECONNECTED EXISTING RIGHTOFWY PVEMENT REMOVL DRIVEWY PVEMENT REMOVL SIDEWLK REMOVL COMBINTION CURB ND GUTTER REMOVL TREE REMOVL REMOVING MNHOLES REMOVING INLETS S REQUIRED. WORK INCLUDED IN CONTRCT UNIT PRICE OF STORM SEWER REMOVL WORK ITEM IMPCTING SYSTEM. INDICTES DDRESSES HR GREEN PROJ. : USER NME = kgomez FILE NME = 252_remdgn PLOT SCLE = :2 PLOT = 6/5/25 6/5/5 7TH/ SCLE: :2 BRICK ND MORTR ENDS OF EXISTING PIPE. THIS WORK SHLL BE INCLUDED IN THE COST OF REMOVING INLETS. REMOVL PLN LL PVEMENT REMOVL SHLL BE SW CUT (FULL DEPTH) INCLUDED IN CONTRCT UNIT COST OF REMOVL BID ITEM. 4 OF 4 ST. 4+ TO ST. SECTION 36

6 6' 4' 4' EXISTING 8" WTERMIN TO BE BNDONED HMILTON STREET 628 FIRE HYDRNT TO BE REMOVED FIRE HYDRNT TO BE REMOVED 628 UTILITY STRUCTURE TO BE REMOVED 6 PROPOSED WTER SERVICE (TYP) EXISTING 4" WTERMIN TO BE BNDONED 8 52' LT 8 8C CP CLSS D PTCHING 8 2 IL 7 (STTE STREET) 8D C 8B E 5C 5 5B ~ K 8L 8J 8B 8F 8G 8I 8G 8E 8D 8M 8N 8L 8J 8K 8H 8I 8M MTCH LINE ST CP ' RT 8H 8F 23 BM EXISTING 8" WTERMIN PRESSURE WTER MIN 7 8C 45 DEGREE BEND 8I CONNECTION (8" TO " EX.), E. ST 99+82, 2' RT 8D 92 LIN FT DI WTER MIN 8" 2 8" GTE VLVE IN VLVE VULT, 4' DI., WITH TF CL ST 99+9, ' RT RIM = MTCH EXISTING 7 8E 8F 8"X8"X8"X8" CROSS 45 DEGREE BEND 8J 8K 8"X8"X6" TEE 3 LIN FT DI WTER MIN 6" 3 45 DEGREE BEND 8 52 LIN FT DI WTER MIN 8" 8G 8" GTE VLVE IN VLVE VULT, 4' DI., WITH TF CL 8L FIRE HYDRNT W/ UXILLRY VLVE ST 3+8.2, 8' RT "X8"X6" TEE 48 LIN FT DI WTER MIN 6" FIRE HYDRNT W/ UXILLRY VLVE ST +5, 28. LT BURY = B NONPRESSURE WTER MIN CONNECTION (8" TO 8" EX.), E. ST 4+, 4 LT 8H ST 4+5, 4' RT RIM = 68 NONPRESSURE WTER MIN CONNECTION (8" TO 8" EX.), E. ST 4+5, 4 RT 8M BURY = " GTE VLVE IN VLVE VULT, 4' DI., WITH TF CL ST 4+35, 8.' RT RIM = 6276 (MTCH EXISTING) HR GREEN PROJ. : PROPOSED WTER SERVICE LOCTIONS RE PPROXIMTE. CONTRCTOR SHLL LOCTE SERVICES DURING CONSTRUCTION ND DJUST LOCTIONS CCORDINGLY. GS MIN LOCTION BSED ON NICOR PROVIDED UTILITY TLS ND SSUMED 3" COVER. EXCT LOCTION SHLL BE VERIFIED IN THE FIELD. NY NECESSRY REMOVL ND REPLCEMENT OF SIGNS OR MIL BOXES SHLL BE INCLUDED IN THE COST OF TRFFIC CONTROL ND PROTECTION. "FIRE HYDRNTS TO BE REMOVED" SHLL INCLUDE UXILIRY VLVE, VLVE BOX SSEMBLY ND FIRE HYDRNT REMOVL. FIRE HYDRNTS, UXILIRY VLVES ND VLVE BOX SSEMBLIES SHLL BE SLVGED ND REMIN THE PROPERTY OF THE CITY. THE CONTRCTOR SHLL COORDINTE WITH THE CITY ON THE LOCTION TO DELIVER THE SLVGED ITEMS TO, ND DELIVER THE SLVGED ITEMS. THIS WORK SHLL BE INCLUDED IN THE CONTRCT UNIT PRICE PER ECH OF FIRE HYDRNTS TO BE REMOVED USER NME = bfox FILE NME PLOT SCLE = :2 = 252_wm.dgn PLOT = 6/9/ /9/5 WTER MIN VLVE ND VLVE VULTS SHLL BE REMOVED S SHOWN 9. ON THE PLNS. CUT ND CP LL EXISTING WTER MIN T POINT OF TRNSFER TO NEW SYSTEM. WORK SHLL BE INCLUDED IN CONTRCTOR'S UNIT BID PRICE PER UTILITY STRUCTURE TO BE REMOVED ND PER PLUG WTERMIN. TRENCH BCKFILL ND CLSS D PTCHES, 6" SPECIL SHOWN RE FOR WTER MIN INSTLLTION ONLY. DDITIONL CLSS D PTCHES, 6" SPECIL MY BE REQUIRED S DETERMINED IN THE FIELD BY THE ENGINEER. COMPENSTION BE PROVIDED T THE CONTRCT UNIT PRICE PER SQURE YRD FOR CLSS D PTCHES, 6" SPECIL ND HS BEEN LLOTTED FOR IN THE WTER MIN ND RODWY PROJECT QUNTITIES. SODDING, SPECIL IS NOT SHOWN ON THE PLNS FOR WTER MIN INSTLLTION, WTER MIN SERVICE INSTLLTION, COMBINTION CURB ND GUTTER REMOVL ND REPLCEMENT, SIDEWLK REMOVL ND REPLCEMENT, ND DRIVEWY REMOVL ND REPLCEMENT. SEE PROJECT SPECIL PROVISIONS FOR SODDING, SPECIL LIMITS ND COMPENSTION. RESTORTION QUNTITIES SSOCITED WITH THE BOVE MENTIONED ITEMS RE INCLUDED IN THE SCHEDULE OF QUNTITIES HEREIN. DDM 6/9/25 NY NECESSRY REMOVL, DISPOSL, OR BNDONING IN PLCE OF EXISTING WTER SERVICE VLVES ND BBOXES SHLL BE INCLUDED IN CONTRCTOR'S UNIT BID PRICE OF WTER SERVICE, NER/FR SIDE. REMOVLS SHLL BE REMOVED CCORDING TO STISFCTION OF ENGINEER. 7TH/ SCLE: :2 EXISTING RIGHTOFWY TREE REMOVL & REPLCEMENT S NECESSRY FOR CONSTRUCTION (PER CITY) EXISTING SNITRY SEWER WTERMIN INSTLLTION PLN PROPOSED SNITRY SEWER PROPOSED WTER MIN PERIMETER EROSION BRRIER CLSS D PTCHING SODDING, (SPECIL) OF 4 ST. + TO ST. 5+5 WTER MIN CSING WITH SPCERS SECTION INDICTES DDRESSES INLET ND PIPE PROTECTION WTER MIN TG CROSSING TG MINTIN 8" VERTICL SEPRTION PER I.E.P.. REQUIREMENTS 36 3

7 PROPOSED WTER SERVICE (TYP) EXISTING 4" WTERMIN TO BE BNDONED MTCH LINEST 8+5 9B MTCH LINE ST ' 4' 8 9 9C BM 2 CP EXISTING 4" WTERMIN TO BE BNDONED UTILITY STRUCTURE TO BE REMOVED 4 6 GRGE PR ~ / FIRE HYDRNT TO BE REMOVED LIN FT D WM 8" 67.5 DEGREE BEND 8"X8"X6" TEE 29 LIN FT DI WTER MIN 6" 3 FIRE HYDRNT W/ UXILLRY VLVE ST , 4' RT BURY = (MTCH EXISTING) DEGREE BEND HR GREEN PROJ. : PROPOSED WTER SERVICE LOCTIONS RE PPROXIMTE. CONTRCTOR SHLL LOCTE SERVICES DURING CONSTRUCTION ND DJUST LOCTIONS CCORDINGLY. GS MIN LOCTION BSED ON NICOR PROVIDED UTILITY TLS ND SSUMED 3" COVER. EXCT LOCTION SHLL BE VERIFIED IN THE FIELD. NY NECESSRY REMOVL ND REPLCEMENT OF SIGNS OR MIL BOXES SHLL BE INCLUDED IN THE COST OF TRFFIC CONTROL ND PROTECTION. "FIRE HYDRNTS TO BE REMOVED" SHLL INCLUDE UXILIRY VLVE, VLVE BOX SSEMBLY ND FIRE HYDRNT REMOVL. FIRE HYDRNTS, UXILIRY VLVES ND VLVE BOX SSEMBLIES SHLL BE SLVGED ND REMIN THE PROPERTY OF THE CITY. THE CONTRCTOR SHLL COORDINTE WITH THE CITY ON THE LOCTION TO DELIVER THE SLVGED ITEMS TO, ND DELIVER THE SLVGED ITEMS. THIS WORK SHLL BE INCLUDED IN THE CONTRCT UNIT PRICE PER ECH OF FIRE HYDRNTS TO BE REMOVED USER NME = kgomez FILE NME PLOT SCLE = :2 = 252_wmdgn PLOT = 6/5/ /5/5 WTER MIN VLVE ND VLVE VULTS SHLL BE REMOVED S SHOWN 9. ON THE PLNS. CUT ND CP LL EXISTING WTER MIN T POINT OF TRNSFER TO NEW SYSTEM. WORK SHLL BE INCLUDED IN CONTRCTOR'S UNIT BID PRICE PER UTILITY STRUCTURE TO BE REMOVED ND PER PLUG WTERMIN. TRENCH BCKFILL ND CLSS D PTCHES, 6" SPECIL SHOWN RE FOR WTER MIN INSTLLTION ONLY. DDITIONL CLSS D PTCHES, 6" SPECIL MY BE REQUIRED S DETERMINED IN THE FIELD BY THE ENGINEER. COMPENSTION BE PROVIDED T THE CONTRCT UNIT PRICE PER SQURE YRD FOR CLSS D PTCHES, 6" SPECIL ND HS BEEN LLOTTED FOR IN THE WTER MIN ND RODWY PROJECT QUNTITIES. SODDING, SPECIL IS NOT SHOWN ON THE PLNS FOR WTER MIN INSTLLTION, WTER MIN SERVICE INSTLLTION, COMBINTION CURB ND GUTTER REMOVL ND REPLCEMENT, SIDEWLK REMOVL ND REPLCEMENT, ND DRIVEWY REMOVL ND REPLCEMENT. SEE PROJECT SPECIL PROVISIONS FOR SODDING, SPECIL LIMITS ND COMPENSTION. RESTORTION QUNTITIES SSOCITED WITH THE BOVE MENTIONED ITEMS RE INCLUDED IN THE SCHEDULE OF QUNTITIES HEREIN. NY NECESSRY REMOVL, DISPOSL, OR BNDONING IN PLCE OF EXISTING WTER SERVICE VLVES ND BBOXES SHLL BE INCLUDED IN CONTRCTOR'S UNIT BID PRICE OF WTER SERVICE, NER/FR SIDE. REMOVLS SHLL BE REMOVED CCORDING TO STISFCTION OF ENGINEER. 7TH/ SCLE: :2 EXISTING RIGHTOFWY TREE REMOVL & REPLCEMENT S NECESSRY FOR CONSTRUCTION (PER CITY) EXISTING SNITRY SEWER WTERMIN INSTLLTION PLN / PROPOSED SNITRY SEWER PROPOSED WTER MIN PERIMETER EROSION BRRIER CLSS D PTCHING 2 OF 4 ST. 5+5 TO ST. 8+5 WTER MIN CSING WITH SPCERS SODDING, (SPECIL) SECTION INDICTES DDRESSES INLET ND PIPE PROTECTION WTER MIN TG CROSSING TG MINTIN 8" VERTICL SEPRTION PER I.E.P.. REQUIREMENTS 36 4

8 4' 4' MTCH LINE ST 8+ 5 D B UTILITY STRUCTURE TO BE REMOVED PROPOSED WTER SERVICE (TYP) ' LT 29M 29D 29 29E 6TH STREET 29N 29B E C C B 23 EXISTING 8" WTERMIN TO BE BNDONED 29L 29K 29J FIRE HYDRNT TO BE REMOVED ~ MTCH LINE ST B 2 UTILITY STRUCTURE TO BE REMOVED 5 29I 29G EXISTING 4" WTERMIN TO BE BNDONED EXISTING 8" WTERMIN TO BE BNDONED CLSS D PTCHING 29F 29H TO BE REMOVED CP 4 UTILITY STRUCTURE EXISTING 8" WTERMIN 7 8"X8"X8" TEE 555 LIN FT DI WTER MIN 8" 29 WTER MIN NONPRESSURE 29H WTER MIN NONPRESSURE 29M 8" GTE VLVE IN VLVE VULT, CONNECTION (8" TO 8" EX.), E. CONNECTION (8" TO 8" EX.), E. 4' DI., WITH TF CL LIN FT DI WTER MIN 8" 8" GTE VLVE IN VLVE VULT, 4' DI., WITH TF CL ST 9+4,.6' RT RIM = 66 WTER MIN PRESSURE B 29C ST +96.2, 4 LT 45 DEGREE BEND 29I 29J ST +94, 5.4' RT 8"X8"X6" TEE 29N ST +79, 8.7' LT RIM = " GTE VLVE IN VLVE VULT, 4' DI., WITH TF CL ST +93, 37.2' LT RIM = CONNECTION (8" TO 8" EX.), E. ST 9+43, 8.4' RT DEGREE BEND 29D 8"X8"X8"X8" CROSS 29E 29F 29G 98 LIN FT DI WTER MIN 8" 45 DEGREE BEND 8" GTE VLVE IN VLVE VULT, 4' DI., WITH TF CL ST +92, 45.6' RT 29K 29L LIN FT DI WTER MIN 6" FIRE HYDRNT W/ UXILLRY VLVE ST +28.9, 3' LT BURY = 646 (MTCH EXISTING) RIM = DEGREE BEND HR GREEN PROJ. : PROPOSED WTER SERVICE LOCTIONS RE PPROXIMTE. CONTRCTOR SHLL LOCTE SERVICES DURING CONSTRUCTION ND DJUST LOCTIONS CCORDINGLY. GS MIN LOCTION BSED ON NICOR PROVIDED UTILITY TLS ND SSUMED 3" COVER. EXCT LOCTION SHLL BE VERIFIED IN THE FIELD. NY NECESSRY REMOVL ND REPLCEMENT OF SIGNS OR MIL BOXES SHLL BE INCLUDED IN THE COST OF TRFFIC CONTROL ND PROTECTION. "FIRE HYDRNTS TO BE REMOVED" SHLL INCLUDE UXILIRY VLVE, VLVE BOX SSEMBLY ND FIRE HYDRNT REMOVL. FIRE HYDRNTS, UXILIRY VLVES ND VLVE BOX SSEMBLIES SHLL BE SLVGED ND REMIN THE PROPERTY OF THE CITY. THE CONTRCTOR SHLL COORDINTE WITH THE CITY ON THE LOCTION TO DELIVER THE SLVGED ITEMS TO, ND DELIVER THE SLVGED ITEMS. THIS WORK SHLL BE INCLUDED IN THE CONTRCT UNIT PRICE PER ECH OF FIRE HYDRNTS TO BE REMOVED USER NME = kgomez FILE NME PLOT SCLE = :2 = 252_wmdgn PLOT = 6/5/ /5/5 WTER MIN VLVE ND VLVE VULTS SHLL BE REMOVED S SHOWN 9. ON THE PLNS. CUT ND CP LL EXISTING WTER MIN T POINT OF TRNSFER TO NEW SYSTEM. WORK SHLL BE INCLUDED IN CONTRCTOR'S UNIT BID PRICE PER UTILITY STRUCTURE TO BE REMOVED ND PER PLUG WTERMIN. TRENCH BCKFILL ND CLSS D PTCHES, 6" SPECIL SHOWN RE FOR WTER MIN INSTLLTION ONLY. DDITIONL CLSS D PTCHES, 6" SPECIL MY BE REQUIRED S DETERMINED IN THE FIELD BY THE ENGINEER. COMPENSTION BE PROVIDED T THE CONTRCT UNIT PRICE PER SQURE YRD FOR CLSS D PTCHES, 6" SPECIL ND HS BEEN LLOTTED FOR IN THE WTER MIN ND RODWY PROJECT QUNTITIES. SODDING, SPECIL IS NOT SHOWN ON THE PLNS FOR WTER MIN INSTLLTION, WTER MIN SERVICE INSTLLTION, COMBINTION CURB ND GUTTER REMOVL ND REPLCEMENT, SIDEWLK REMOVL ND REPLCEMENT, ND DRIVEWY REMOVL ND REPLCEMENT. SEE PROJECT SPECIL PROVISIONS FOR SODDING, SPECIL LIMITS ND COMPENSTION. RESTORTION QUNTITIES SSOCITED WITH THE BOVE MENTIONED ITEMS RE INCLUDED IN THE SCHEDULE OF QUNTITIES HEREIN. NY NECESSRY REMOVL, DISPOSL, OR BNDONING IN PLCE OF EXISTING WTER SERVICE VLVES ND BBOXES SHLL BE INCLUDED IN CONTRCTOR'S UNIT BID PRICE OF WTER SERVICE, NER/FR SIDE. REMOVLS SHLL BE REMOVED CCORDING TO STISFCTION OF ENGINEER. 7TH/ SCLE: :2 EXISTING RIGHTOFWY TREE REMOVL & REPLCEMENT S NECESSRY FOR CONSTRUCTION (PER CITY) EXISTING SNITRY SEWER WTERMIN INSTLLTION PLN PROPOSED SNITRY SEWER PROPOSED WTER MIN PERIMETER EROSION BRRIER CLSS D PTCHING SODDING, (SPECIL) 3 OF 4 ST. 5+8 TO ST. 4+ WTER MIN CSING WITH SPCERS SECTION INDICTES DDRESSES INLET ND PIPE PROTECTION WTER MIN TG CROSSING TG MINTIN 8" VERTICL SEPRTION PER I.E.P.. REQUIREMENTS 36 5

9 4' 4' EXISTING 8" WTERMIN TO BE BNDONED 8 BM 3 PROPOSED WTER SERVICE (TYP) ~ MTCH LINE ST B 35 CP UTLITY STRUCTURE TO BE REMOVED 5TH STREET LIN FT D WTER MIN 8" DEGREE BEND " GTE VLVE IN VLVE VULT, 4' DI., WITH TF CL ST , 5. LT RIM = 642 NONPRESSURE WTER MIN CONNECTION (8" TO 8" EX.), E. ST 5+8.3, 5. LT HR GREEN PROJ. : PROPOSED WTER SERVICE LOCTIONS RE PPROXIMTE. CONTRCTOR SHLL LOCTE SERVICES DURING CONSTRUCTION ND DJUST LOCTIONS CCORDINGLY. GS MIN LOCTION BSED ON NICOR PROVIDED UTILITY TLS ND SSUMED 3" COVER. EXCT LOCTION SHLL BE VERIFIED IN THE FIELD. NY NECESSRY REMOVL ND REPLCEMENT OF SIGNS OR MIL BOXES SHLL BE INCLUDED IN THE COST OF TRFFIC CONTROL ND PROTECTION. "FIRE HYDRNTS TO BE REMOVED" SHLL INCLUDE UXILIRY VLVE, VLVE BOX SSEMBLY ND FIRE HYDRNT REMOVL. FIRE HYDRNTS, UXILIRY VLVES ND VLVE BOX SSEMBLIES SHLL BE SLVGED ND REMIN THE PROPERTY OF THE CITY. THE CONTRCTOR SHLL COORDINTE WITH THE CITY ON THE LOCTION TO DELIVER THE SLVGED ITEMS TO, ND DELIVER THE SLVGED ITEMS. THIS WORK SHLL BE INCLUDED IN THE CONTRCT UNIT PRICE PER ECH OF FIRE HYDRNTS TO BE REMOVED USER NME = kgomez FILE NME PLOT SCLE = :2 = 252_wmdgn PLOT = 6/5/ /5/5 WTER MIN VLVE ND VLVE VULTS SHLL BE REMOVED S SHOWN 9. ON THE PLNS. CUT ND CP LL EXISTING WTER MIN T POINT OF TRNSFER TO NEW SYSTEM. WORK SHLL BE INCLUDED IN CONTRCTOR'S UNIT BID PRICE PER UTILITY STRUCTURE TO BE REMOVED ND PER PLUG WTERMIN. TRENCH BCKFILL ND CLSS D PTCHES, 6" SPECIL SHOWN RE FOR WTER MIN INSTLLTION ONLY. DDITIONL CLSS D PTCHES, 6" SPECIL MY BE REQUIRED S DETERMINED IN THE FIELD BY THE ENGINEER. COMPENSTION BE PROVIDED T THE CONTRCT UNIT PRICE PER SQURE YRD FOR CLSS D PTCHES, 6" SPECIL ND HS BEEN LLOTTED FOR IN THE WTER MIN ND RODWY PROJECT QUNTITIES. SODDING, SPECIL IS NOT SHOWN ON THE PLNS FOR WTER MIN INSTLLTION, WTER MIN SERVICE INSTLLTION, COMBINTION CURB ND GUTTER REMOVL ND REPLCEMENT, SIDEWLK REMOVL ND REPLCEMENT, ND DRIVEWY REMOVL ND REPLCEMENT. SEE PROJECT SPECIL PROVISIONS FOR SODDING, SPECIL LIMITS ND COMPENSTION. RESTORTION QUNTITIES SSOCITED WITH THE BOVE MENTIONED ITEMS RE INCLUDED IN THE SCHEDULE OF QUNTITIES HEREIN. NY NECESSRY REMOVL, DISPOSL, OR BNDONING IN PLCE OF EXISTING WTER SERVICE VLVES ND BBOXES SHLL BE INCLUDED IN CONTRCTOR'S UNIT BID PRICE OF WTER SERVICE, NER/FR SIDE. REMOVLS SHLL BE REMOVED CCORDING TO STISFCTION OF ENGINEER. 7TH/ SCLE: :2 EXISTING RIGHTOFWY TREE REMOVL & REPLCEMENT S NECESSRY FOR CONSTRUCTION (PER CITY) EXISTING SNITRY SEWER WTERMIN INSTLLTION PLN CLSS D PTCHING 4 OF 4 ST. 4+ TO ST. PROPOSED SNITRY SEWER PROPOSED WTER MIN PERIMETER EROSION BRRIER WTER MIN CSING WITH SPCERS SODDING, (SPECIL) SECTION INDICTES DDRESSES INLET ND PIPE PROTECTION WTER MIN TG CROSSING TG MINTIN 8" VERTICL SEPRTION PER I.E.P.. REQUIREMENTS 36 6

10 4' 4' 4' 4' ST +4, 4' RT INLETS T T F&G RIM = 6.84 INV = (N) INV = 598. (SW) 7 LIN FT SSCL CLSS D PTCHES (TYP) POT Sta +. N = E = ST +35, 3' RT CB T 5 DI TF CL RIM = 6.29 PR INV = (NE) C PR INV = (SW) PR 5" INV = (N) PR 5" INV = (S) PR SUMP = ' (TYP) B EXISTING RIGHTOFWY INDICTES DDRESSES INLET PROTECTION EXISTING SNITRY SEWER DRINGE FLOW RROW IL 7 (STTE STREET) POT 8 (TYP) 3 (TYP) C 3' (TYP) D BM B D LIN FT SSCL THPL PVT MK LINE 6 (TYP) 28 LIN FT SSCL PROPOSED WTER MIN PERIMETER EROSION BRRIER WTER MIN CSING WITH SPCERS CLSS D PTCHES PC 7", SPECIL CONC. CURB TYPE B ST +4, 4' LT MN T 4 DI TF&G RIM = 6.84 INV = (E) INV = (S) THPL PVT MK LINE (TYP) CP PC CONC 2 LIN FT SSCL SIDEWLK 5, 7 SPECIL (TYP) CROSSING TG UTILITY CROSSING WTER QULITY PIPE REQUIRED ST 2+5, 4' LT MN T 4 DI TV F&G RIM = 66.8 INV = 63 (S) INV = 6.73 (W) 28 LIN FT SSCL NOTE : CORE EXISTING STORM MNHOLE/ CTCH BSIN INCLUDED IN UNIT PIPE COST, SEE SPECS NOTE 2: SEE INTERSECTION PVING PLN FOR INTERSECTION ND SIDEWLK GRDING INFORMTION. NOTE 3: CONC. CURB ND GUTTER SHLL BE DEPRESSED T LL DRIVEWYS ND ENTRNCES T NO DDITIONL COST. 8 ~ RIM = 68.8 ST 2+5, 4' RT INV = 66.3 (E) INV = 66.2 (NW) INLETS T TV F&G RIM = 66.8 INV = 63 (N) 8 LIN FT SSCL ST 3+85, 28' LT EXISTING STORM MNHOLE RIM = 69.8 PR INV = 66.6 (SE) (SEE NOTE ) EX 8" INV = 65.5 (N) EX 8" INV = 65.4 (S) ST 3+92, 7.6' LT MN T 4 DI TF&G 9 SEGMENTL BLOCK RETINING WLL TO BE REMOVED ND REPLCED ST 4+38, 4' LT MN T 4 DI TV F&G RIM = 64 INV = (E) INV = 666 (S) INV = (W) HMILTON STREET 47 LIN FT SSCL2 628 SEE NOTE 2 SEE NOTE 2 CP 2 PI STTION = RIM = 64 MTCH LINE ST LIN FT SSCL ST 4+38, 4' RT INLETS T TV F&G INV = 694 (N) B C D ST +2, ' RT INLETS T T F&G RIM = 6.6 INV = (NE) 7 LIN FT SSCL ST +5, 26.49' LT MN T 4 DI TF&G RIM = 6.75 EX INV = (N) (FIELD VERIFY) PR INV = (E) ST +36., 26.3' LT MN T 4 DI TF, CL RIM = 6.38 EX 5" INV = (N) (FIELD VERIFY) EX 5" INV = (S) (FIELD VERIFY) PR INV = (W) MTCH EX. ST EL ' V.C. +55 EL " 8" D.I. WTER MIN +35. EL. 62 MTCH LINE ST = CONNECT TO EXISTING WTER MIN 6. " SSCL@. +. VPI ST. 2+ VPI ST. 2+ TION % HR GREEN PROJ. : USER NME = bfox FILE NME = 252_pnp.dgn PLOT SCLE = :2 PLOT = 6/9/ /9/5 DDM 6/9/25 7TH/ SCLE: :2 PLN ND PROFILE OF 4 ST. + TO ST. 5+5 SECTION 36 7

11 MTCH LINE ST 5+ (TYP) (TYP) 4' 4' 4' 4' LIN FT SSCL4 ST 6+53, 4' LT MN T 4 DI TF&G RIM = INV = 6352 (S) INV = (W) LIN FT SSCL 27 E PC CONC SIDEWLK 5, SPECIL (TYP) 6.8' BM 2 CP 3 23 PC STTION = GRGE PR ROW PR ~ / 6.6' MTCH LINEST 8+5 6' 8 4' 4' SEE NOTE PT STTION = 8+9 GGREGTE SURFCE COURSE, TYPE B (INCLUDED IN COST OF CURB ND GUTTER) PROP. CURVE CURVE NOTE : NOTE 2: 3/4" EXPNSION JOINT MTERIL SHLL BE PLCED BETWEEN THE PROPOSED CURB ND GUTTER ND THE EXISTING WLL T THE FULL DEPTH OF THE CURB ND GUTTER. THE COST OF EXPNSION MTERIL IS INCLUDED IN THE COST OF THE CURB ND GUTTER. CONC. CURB ND GUTTER SHLL BE DEPRESSED T LL DRIVEWYS ND ENTRNCES T NO DDITIONL COST. EXISTING RIGHTOFWY INDICTES DDRESSES PROPOSED WTER MIN PROP. CURVE CURVE PI ST. = R = 75.' T = 56.2' L = 96.46' E = 8.72' e = T.R. = S.E. RUN = P.C. ST = P.T. ST = 8+9 CROSSING TG UTILITY CROSSING ST 6+53, 4' RT INLETS T T F&G RIM = INV = 638 (N) 229 INLET PROTECTION EXISTING SNITRY SEWER PERIMETER EROSION BRRIER WTER MIN CSING WITH SPCERS CLSS D PTCHES WTER QULITY PIPE REQUIRED DRINGE FLOW RROW PC 7", SPECIL % MTCH LINE ST 5+ VPI ST TION % 8" D.I. WTER MIN VPI ST TION % +.44% MTCH LINE ST 8+ 5 " 25.' V.C EL HR GREEN PROJ. : USER NME = kgomez FILE NME PLOT SCLE = :2 = 252_pnpdgn PLOT = 6/5/25 6/5/5 7TH/ SCLE: :2 PLN ND PROFILE / 2 OF 4 ST. 5+5 TO ST. 8+5 SECTION 36 8

12 .7' 4' 4' 4' 4' PROP. CURVE CURVE 2 PI ST. = PC STTION = NOTE : SEE INTERSECTION PVING PLN FOR INTERSECTION ND SIDEWLK GRDING INFORMTION R = 496.' T = 69.37' L = 37.84' E = 83' e = T.R. = S.E. RUN = P.C. ST = P.T. ST = +27 MTCH LINE ST 8+ 5 PR ROW 6' 4' 4' PC CONC SIDEWLK 5, SPECIL (TYP) G 9 ST 8+96, 4' LT INLETS T T F&G RIM = INV = (E) 28 LIN FT SSCL 3 LIN FT SSCL F PROP. CURVE CURVE 2 ~ + PT STTION = +27 NOTE 2: CONC. CURB ND GUTTER SHLL BE DEPRESSED T LL DRIVEWYS ND ENTRNCES T NO DDITIONL COST. 6 DIRECTION OF FLOW 233 PI STTION = TH STREET (TYP) H ST +6, 27' LT INLETS T T F&G RIM = 6488 INV = 643 (E) 23 4 LIN FT SSCL THPL PVT MK LINE 6 (TYP) THPL PVT MK LINE (TYP) ST , 4' LT INLETS T T F&G RIM = 648 INV = 67 (E) 28 LIN FT SSCL 59 J MTCH LINE ST 4+ ST 8+96, 4' RT MH T 4 DI T F&G RIM = ST 9+26., 4' RT MH T 4 DI T F&G RIM = INV = (SW) INV = (E) LIN FT SSCL " 6. W/ PRC FES INV = 63 (TYP) 5 6.8' I 3' (TYP) INV = (W) INV = 637. (NE) EXISTING RIGHTOFWY INDICTES DDRESSES INLET PROTECTION EXISTING SNITRY SEWER DRINGE FLOW RROW PR STONE RIPRP, CL 4 (6'X2), 6.7 SY PROPOSED WTER MIN PERIMETER EROSION BRRIER WTER MIN CSING WITH SPCERS CLSS D PTCHES PC 7", SPECIL 64 CROSSING TG UTILITY CROSSING WTER QULITY PIPE REQUIRED 62 SEE NOTE ST +6, ' RT MN T 4 DI T F&G RIM = 6485 INV = 65+/ (E) EX 6" (FIELD VERIFY) INV = 63 (NW).8' 6.7' CP ST +6.6, 4' RT 42 LIN FT SSCL2 MN T 4 DI T F&G RIM = 644 INV = 6 (W) INV = 67 (SE) INV = 67 (N) 8 LIN FT SSCL CLSS D PTCHES (TYP) ST , 4' RT MN T 4 DI T F&G RIM = 648 INV = 65 (W) INV = (S) INV = (N) " VPI ST. +. TION % +.42% 8" D.I. WTER MIN +25. EL % VPI ST. +65 TION ' V.C..53% " +. EL MTCH LINE ST 8+ 5 MTCH LINE ST 4+ HR GREEN PROJ. : USER NME = kgomez FILE NME PLOT SCLE = :2 = 252_pnpdgn PLOT = 6/5/25 6/5/5 7TH/ SCLE: :2 PLN ND PROFILE 3 OF 4 ST. 8+5 TO ST. 4+ SECTION 36 9

13 4' 4' (TYP) 8' 6' ~ PC CONC SIDEWLK 5, SPECIL (TYP) LIN FT SSCL ST 5+76, 8.3' LT INLETS T T F&G RIM = 686 INV = (NW) INV = (E) 8 8 ST , 29. LT MN T 4 DI T8 GRTE RIM = 64 INV = 639.+/ (W) EX 6" (FIELD VERIFY) INV = (SE) BM 3 36 LIN FT SSCL 437 POT Sta N = E = MTCH LINE ST 4+ (TYP) 4' 4' ' (TYP) 3 LIN FT SSCL 2 8 THPL PVT MK N LINE 6 (TYP) THPL PVT MK LINE K 5TH STREET M L 3' (TYP) 38 LIN FT SSCL ST 6+.9, 7' RT EXISTING 4 DI STORM MNHOLE RIM = 6437 EX INV = (") (S) EX INV = (5" RCP) (E) EX INV = (5" RCP) (W) PR INV = (S) (SEE NOTE ) CP 5 CLSS D PTCHES POT " SSCL@. 8" D.I. WTER MIN VPI ST. 5+. TION %.72%.72% 6442 MTCH EX. ST = % " 5" CONNECT TO 63 VPI ST TION 6434 EXISTING WTER MIN NOTE : NOTE 2: NOTE 3: 5 5 CORE EXISTING STORM MNHOLE/ CTCH BSIN INCLUDED IN UNIT PIPE COST, SEE SPECS SEE INTERSECTION PVING PLN FOR INTERSECTION ND SIDEWLK GRDING INFORMTION CONC. CURB ND GUTTER SHLL BE DEPRESSED T LL DRIVEWYS ND ENTRNCES T NO DDITIONL COST. 5 ST 5+66, 4' RT MN T 4 DI T F&G RIM = 6437 INV = (S) INV = (NE) LIN FT SSCL ST 5+76, 8' RT MN T 4 DI T F&G RIM = 645 INV = (SW) INV = (W) INV = (N) SEE NOTE EXISTING RIGHTOFWY INDICTES DDRESSES INLET PROTECTION EXISTING SNITRY SEWER DRINGE FLOW RROW PROPOSED WTER MIN PERIMETER EROSION BRRIER WTER MIN CSING WITH SPCERS CLSS D PTCHES PC 7", SPECIL CROSSING TG UTILITY CROSSING WTER QULITY PIPE REQUIRED MTCH LINE ST 4+ HR GREEN PROJ. : USER NME = kgomez FILE NME PLOT SCLE = :2 = 252_pnpdgn PLOT = 6/5/25 6/5/5 7TH/ SCLE: :2 PLN ND PROFILE 4 OF 4 ST. 4+ TO ST. SECTION 36 2

14 3' 5.6' 6' 6'.2' 6' 6'.4' PC 5", SPECIL PC 7", SPECIL DETECTBLE WRNING 2 2 PROPOSED SIDEWLK SLOPE 698 PROPOSED TION SIDEWLK SLOPE DIRECTION IL 7 (STTE STREET) 6.97 (ME) ' 8.7' RIM = (ME) 6.8 (ME) 6.69 RIM = (ME) 6.93 RIM = % RIM = (ME) %. 8.2% 2% 8% % 68 (ME) TS 683 TC ' (ME) MONOLITHIC WLL (ME) (ME) (ME) 6' 6' 6' (ME) 8.2% 2% 8.2% 8.2% 8.2% 2% (ME).8' % %.4' 6' (ME) 8.3% 6' % (ME) RIM = (ME) HMILTON STREET (ME) 64 (ME) (ME) 689 6' 63 6' 66 (ME) 673 7' 9.2' 8.3% 2% % RIM = % % 4% (ME) RIM = (ME) (ME) (ME) (ME) (ME) BBREVITIONS ME = MTCH EXISTING TS = TOP OF SIDEWLK TON TC = TOP OF CURB TION HR GREEN PROJ. : USER NME = bfox FILE NME = 252_ada.dgn PLOT SCLE = : PLOT = 6/9/25 6/9/5 DDM 6/9/25 7TH/ SCLE: : INTERSECTION PVING PLN OF 2 ST. TO ST. SECTION 36 2

15 6' 6.9' 4' PC 5", SPECIL PC 7", SPECIL 698 DETECTBLE WRNING PROPOSED SIDEWLK SLOPE PROPOSED TION SIDEWLK SLOPE DIRECTION 6TH STREET (ME) (ME) 5TH STREET (ME) 6469 (ME) MONOLITHIC WLL 648 (ME) 647 (ME) 648 (ME) 5.9' 7' 649 9' TS 6487 TC (ME) 6479 (ME) 4% % 2% 8.% 6497 (ME) RIM = (ME) 643 (ME) 6466 (ME) 6492 (ME) 648 (ME) RIM = (ME) RIM = % % 6456 (ME) 9% % 2% 647 (ME) (ME) 6464 (ME) (ME) 645. (ME) (ME) 649 (ME) 39' 28' 6473 TS 648 TC MONOLITHIC WLL MONOLITHIC WLL 8 7.9' TS TC 6444 (ME) 8.2% 2% 8.3% (ME) ' RIM = ' % 2% 8.% % 2% 7.6% ' (ME) RIM = 64 RIM = 686 RIM = (ME) 644 (ME) 674 (ME) 642 (ME) BBREVITIONS ME = MTCH EXISTING TS = TOP OF SIDEWLK TON TC = TOP OF CURB TION HR GREEN PROJ. : USER NME = kgomez FILE NME = 252_adadgn PLOT SCLE = : PLOT = 6/5/25 6/5/5 7TH/ SCLE: : INTERSECTION PVING PLN 2 OF 2 ST. TO ST. SECTION 36 22