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: 85.4693 Toll Free: 8.728.785 Fax: 85.469328 ILLINOIS PROFESSIONL DESIGN FIRM 84322 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 67669 REGISTERED PROFESSIONL ENGINEER OF ILLI NO S NOIS SEL THOMS S. CREECH, P.E. 67669 EXPIRES: /3/5 HR GREEN, INC.
9.9' 9.8' 2 2 4 UTILITY STRUCTURE TO BE DJUSTED BY OTHERS HMILTON STREET 628 ST. +7. 37.9' LT 5' LT 628 +79.2 +5. DJUST UTILITY 8 STRUCTURE DJUST UTILITY EX RIM = 6.2 STRUCTURE PR RIM = 6.93 EX RIM = 66 PR RIM = 6 +28.4 +6 56' LT 4' LT DJUST UTILITY STRUCTURE EX RIM = 685 PR RIM = 6 44' LT IL 7 (STTE STREET) 8 3 + 2 3 4 5+ 2 5 5 WOOD TIES TO BE REMOVED 4' RT +47.2 +5 MTCH LINE ST 5+ 5 +7.7 5 7 9 +69. +79. +5.2 5.2' RT 23 ST. +7. 34' 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. : 874252 84322 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
2 2 4 DJUST UTILITY STRUCTURE EX RIM = 6396 PR RIM = 6387 DJUST UTILITY STRUCTURE EX RIM = 638. PR RIM = 637.74 MTCH LINEST 8+5 +4 +35.4 28 22 222 +77 +93 +35.5 +29.9 23 +98. MTCH LINE ST 5+ 5+ 6 7 7' 8.4' 6.7' 8 DECORTIVE STONE WLL TO BE REMOVED WLL TO REMIN ND BE REPIRED. SEE RETINING WLL REPIR ND DETILS. 23 +65.6 +45. +6.2 GRGE BRICK PVER REMOVL 27 225 229 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. : 874252 84322 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
.3' 2 2 4 DJUST UTILITY STRUCTURE EX RIM = 6463 PR RIM = 6492 BY OTHERS NOT IN THIS CONTRCT MTCH LINE ST 8+ 5 9 +37 6 +7. +7.3 +48 +.3' +8. 233 +47. 4' LT 42' LT 6TH STREET 4' LT +9 23 3 4 +49.8 59 MTCH LINE ST 4+ 5 +68 +68. 64 62 +.2 +5.2 +43 +43 +36.8 522 +8.6 58 +56 +68.6 +78.6 44' RT DJUST UTILITY STRUCTURE EX RIM = 645.7 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. : 874252 84322 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
.8' 9' 9.4'. 2 2 4 ST. 5+8 39. LT CP WITH BLOCK ND NONSHRINK GROUT, INCLUDED IN COST OF STORM 8 SEWER REMOVL BID ITEM 53 +.7 +.7 53 +25.6 8 54' LT 437 MTCH LINE ST 4+ 3 4 5+ 6 3 2 8 ST. 5+86 4' LT +.4 +36.4 +62 5 5 5 5 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. : 874252 84322 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' 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 2 2 2 4 CLSS D PTCHING 8 2 IL 7 (STTE STREET) 8D 8 3 + 2 3 4 5+ 8C 8B 3 5 7 8E 5C 5 5B 7 8 2 5 ~ 5 +58. 8K 8L 8J 8B 8F 8G 8I 8G 8E 8D 8M 8N 8L 8J 8K 8H 8I 8M MTCH LINE ST 5+ 4 7 CP 7 9 +64 +94 +4 5.' 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 4 5 6 8"X8"X6" TEE 48 LIN FT DI WTER MIN 6" FIRE HYDRNT W/ UXILLRY VLVE ST +5, 28. LT BURY = 66 8 8B 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 = 68.45 8" GTE VLVE IN VLVE VULT, 4' DI., WITH TF CL ST 4+35, 8.' RT RIM = 6276 (MTCH EXISTING) HR GREEN PROJ. : 874252. 5. 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. 84322 USER NME = bfox FILE NME PLOT SCLE = :2 = 252_wm.dgn PLOT = 6/9/25 6. 7. 8. 6/9/5 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
PROPOSED WTER SERVICE (TYP) 28 22 222 EXISTING 4" WTERMIN TO BE BNDONED 23 +7.6 MTCH LINEST 8+5 9B 2 2 4 MTCH LINE ST 5+ 5+ 6 7 4' 4' 8 9 9C BM 2 CP 3 9 8 3 5 EXISTING 4" WTERMIN TO BE BNDONED UTILITY STRUCTURE TO BE REMOVED 4 6 GRGE 23 27 225 PR ~ / FIRE HYDRNT TO BE REMOVED 229 9 36 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 7+77.4, 4' RT BURY = 637.36 (MTCH EXISTING) 4 5 6 45 DEGREE BEND HR GREEN PROJ. : 874252. 5. 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. 84322 USER NME = kgomez FILE NME PLOT SCLE = :2 = 252_wmdgn PLOT = 6/5/25 6. 7. 8. 6/5/5 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
4' 4' MTCH LINE ST 8+ 5 D +88.7 9 8B 8 7 8 9 2 23 + 6 UTILITY STRUCTURE TO BE REMOVED PROPOSED WTER SERVICE (TYP) 233 +42 42' LT 29M 29D 29 29E 6TH STREET 29N 29B E 28 25 26 27 29 29C C B 23 EXISTING 8" WTERMIN TO BE BNDONED 29L 29K 29J FIRE HYDRNT TO BE REMOVED 2 2 4 3 4 ~ 59 29 MTCH LINE ST 4+ 22 29B 2 UTILITY STRUCTURE TO BE REMOVED 5 29I 29G EXISTING 4" WTERMIN TO BE BNDONED 64 62 EXISTING 8" WTERMIN TO BE BNDONED CLSS D PTCHING 29F 29H TO BE REMOVED CP 4 UTILITY STRUCTURE 522 58 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 8 9 2 32 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 25 26 29B 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 = 6467 8" GTE VLVE IN VLVE VULT, 4' DI., WITH TF CL ST +93, 37.2' LT RIM = 648 2 22 CONNECTION (8" TO 8" EX.), E. ST 9+43, 8.4' RT 27 28 29 45 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 = 6423 23 45 DEGREE BEND HR GREEN PROJ. : 874252. 5. 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. 84322 USER NME = kgomez FILE NME PLOT SCLE = :2 = 252_wmdgn PLOT = 6/5/25 6. 7. 8. 6/5/5 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
4' 4' EXISTING 8" WTERMIN TO BE BNDONED 8 BM 3 PROPOSED WTER SERVICE (TYP) 53 53 ~ 8 437 2 2 4 MTCH LINE ST 4+ 3 4 5+ 6 3 3 2 8 3 34 3 32 33 3B 35 CP 5 5 5 5 UTLITY STRUCTURE TO BE REMOVED 5TH STREET 428 3 82 LIN FT D WTER MIN 8" 3 32 33 45 DEGREE BEND 34 35 8" GTE VLVE IN VLVE VULT, 4' DI., WITH TF CL ST 5+79.3, 5. LT RIM = 642 NONPRESSURE WTER MIN CONNECTION (8" TO 8" EX.), E. ST 5+8.3, 5. LT HR GREEN PROJ. : 874252. 5. 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. 84322 USER NME = kgomez FILE NME PLOT SCLE = :2 = 252_wmdgn PLOT = 6/5/25 6. 7. 8. 6/5/5 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
4' 4' 4' 4' ST +4, 4' RT INLETS T T F&G RIM = 6.84 INV = 598.6 (N) INV = 598. (SW) 7 LIN FT SSCL " @. CLSS D PTCHES (TYP) POT Sta +. N = 793837726 E = 59984475 ST +35, 3' RT CB T 5 DI TF CL RIM = 6.29 PR INV = 598.8 (NE) C PR INV = 597.93 (SW) PR 5" INV = 597.79 (N) PR 5" INV = 596.59 (S) PR SUMP = 5959 3' (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 2 2 4 + 2 3 4 5+ BM B D 628 7 5 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 = 598.58 (E) INV = 598.3 (S) THPL PVT MK LINE (TYP) CP PC CONC 2 LIN FT SSCL2 " @. 2 5 5 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 = 66.75 (E) INV = 666 (S) INV = 66.65 (W) HMILTON STREET 47 LIN FT SSCL2 " @.7 628 SEE NOTE 2 SEE NOTE 2 CP 2 PI STTION = 4+5 23 RIM = 64 MTCH LINE ST 5+ 28 LIN FT SSCL " @.% ST 4+38, 4' RT INLETS T TV F&G INV = 694 (N) 63 62 65 6 B C D ST +2, ' RT INLETS T T F&G RIM = 6.6 INV = 598.2 (NE) 7 LIN FT SSCL " @. ST +5, 26.49' LT MN T 4 DI TF&G RIM = 6.75 EX INV = 598.5 (N) (FIELD VERIFY) PR INV = 598.4 (E) ST +36., 26.3' LT MN T 4 DI TF, CL RIM = 6.38 EX 5" INV = 598.7 (N) (FIELD VERIFY) EX 5" INV = 598.4 (S) (FIELD VERIFY) PR INV = 598.32 (W) MTCH EX. ST +7. +27.5 EL. 645 225.' V.C. +55 EL. 65.27 " SSCL2 @.7 8" D.I. WTER MIN +35. EL. 62 MTCH LINE ST 5+ 63 62 65 6 = 6.8 65 6 595 59 CONNECT TO EXISTING WTER MIN 6. " SSCL@. +. VPI ST. 2+ VPI ST. 2+ TION 65 +9.88% 65 6 595 59 6. 6. 6.6 6.43 6.6 6.73 64 63 655 633 68 667 662 64 67 675 673 652 65.58 65.44 66.52 66.5 67.74 67.72 69.65 69.8 6.55 6.59 637 6.25 65.9 66 67.4 66. 69.3 67.99 696 69.97 6259 694 6.8 629.86.79 627.58 627.5 629.23 629. HR GREEN PROJ. : 874252 84322 + USER NME = bfox FILE NME = 252_pnp.dgn PLOT SCLE = :2 PLOT = 6/9/25 +5 + +5 2+ 2+5 3+ 3+5 4+ 4+5 5+ 6/9/5 DDM 6/9/25 7TH/ SCLE: :2 PLN ND PROFILE OF 4 ST. + TO ST. 5+5 SECTION 36 7
MTCH LINE ST 5+ (TYP) (TYP) 4' 4' 4' 4' 5+ 6 7 23 25 LIN FT SSCL4 " @.7 ST 6+53, 4' LT MN T 4 DI TF&G RIM = 636.3 INV = 6352 (S) INV = 68.36 (W) 28 22 222 28 LIN FT SSCL " @.% 27 E 8 225 PC CONC SIDEWLK 5, SPECIL (TYP) 6.8' BM 2 CP 3 23 PC STTION = 7+463 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 2 2 4 PROP. CURVE CURVE PI ST. = 8+.83 R = 75.' T = 56.2' L = 96.46' E = 8.72' e = T.R. = S.E. RUN = P.C. ST = 7+463 P.T. ST = 8+9 CROSSING TG UTILITY CROSSING ST 6+53, 4' RT INLETS T T F&G RIM = 636.3 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 65 65 645 64 635 63 +9.88% 645 64 635 63 62 65 62 65 6 6 629.23 629. 663 655 633 686 632 632 636 635 6363 6393 635.7 635.67 635.7 636.27 636.2 636.73 636.66 637.4 637. 637.26 637.55 637.47 637.99 637.68 638.9 637.89 638.6 638. 638.8 638.38 638.25 638.67 638.4 638.95 MTCH LINE ST 5+ VPI ST. 5+6. TION 635.78 +.6% 8" D.I. WTER MIN VPI ST. 7+838 TION 638.4 +.6% +.44% MTCH LINE ST 8+ 5 " SSCL4 @.7 25.' V.C. +85. EL. 637. HR GREEN PROJ. : 874252 5+ 5+5 6+ 6+5 7+ 7+5 8+ 8+5 84322 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
.7' 4' 4' 4' 4' PROP. CURVE CURVE 2 PI ST. = 9+55.23 PC STTION = 8+85.86 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 = 8+85.86 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 = 639.48 INV = 637.2 (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 = +36.7 6TH STREET (TYP) 2 2 4 3 4 H ST +6, 27' LT INLETS T T F&G RIM = 6488 INV = 643 (E) 23 4 LIN FT SSCL " @.7 THPL PVT MK LINE 6 (TYP) THPL PVT MK LINE (TYP) ST 3+58.6, 4' LT INLETS T T F&G RIM = 648 INV = 67 (E) 28 LIN FT SSCL " @.7 59 J MTCH LINE ST 4+ ST 8+96, 4' RT MH T 4 DI T F&G RIM = 639.48 ST 9+26., 4' RT MH T 4 DI T F&G RIM = 639.9 INV = 636.85 (SW) INV = 636.8 (E) LIN FT SSCL " DI @ 6. W/ PRC FES INV = 63 (TYP) 5 6.8' I 3' (TYP) INV = 637.6 (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 4 522 58 ST +6.6, 4' RT 42 LIN FT SSCL2 MN T 4 DI T F&G " @.7 RIM = 644 INV = 6 (W) INV = 67 (SE) INV = 67 (N) 8 LIN FT SSCL " @.7 CLSS D PTCHES (TYP) ST 3+58.6, 4' RT MN T 4 DI T F&G RIM = 648 INV = 65 (W) INV = 639.36 (S) INV = 639.3 (N) 65 645 64 635 63 " SSCL @. VPI ST. +. TION 625 +.44% +.42% 8" D.I. WTER MIN +25. EL. 6444 +.42% VPI ST. +65 TION 6497 75.' V.C..53% " SSCL2 @.7 +. EL. 6477 65 645 64 635 63 62 62 65 65 638.95 638.72 639. 639.7 639.53 639.4 639.82 639.82 6 625 639 659 668 689 696 67 625 646 653 673 682 645 64 6437 6438 6473 6467 649 6495 6444 6423 6483 6452 6425 648 6459 648 645 6437 6456 6462 6466 6478 6476 6483 6483 6477 6488 6467 6495 6456 645.3 6446 645. 6435 6489 6425 MTCH LINE ST 8+ 5 MTCH LINE ST 4+ HR GREEN PROJ. : 874252 84322 8+5 9+ 9+5 + +5 + +5 + +5 3+ 3+5 4+ 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
4' 4' (TYP) 8' 6' ~ PC CONC SIDEWLK 5, SPECIL (TYP) 53 53 LIN FT SSCL " @. ST 5+76, 8.3' LT INLETS T T F&G RIM = 686 INV = 638.9 (NW) INV = 638.85 (E) 8 8 ST 5+76.3, 29. LT MN T 4 DI T8 GRTE RIM = 64 INV = 639.+/ (W) EX 6" (FIELD VERIFY) INV = 638.95 (SE) BM 3 36 LIN FT SSCL " @.7 437 POT Sta 6+867 N = 794398659 E = 679.88 2 2 4 MTCH LINE ST 4+ (TYP) 4' 4' 4 5+ 6 3 3' (TYP) 3 LIN FT SSCL 5" @. 2 8 THPL PVT MK N LINE 6 (TYP) THPL PVT MK LINE K 5TH STREET M L 3' (TYP) 38 LIN FT SSCL 5" @. ST 6+.9, 7' RT EXISTING 4 DI STORM MNHOLE RIM = 6437 EX INV = (") 639.75 (S) EX INV = (5" RCP) 635.67 (E) EX INV = (5" RCP) 635.67 (W) PR INV = 637.85 (S) (SEE NOTE ) CP 5 CLSS D PTCHES POT 65 645 64 635 5" SSCL@. 8" D.I. WTER MIN VPI ST. 5+. TION 6472.53%.72%.72% 6442 MTCH EX. ST 5+839 = 6442 +.38% 65 645 64 635 5" SSCL @. 5" SSCL @. CONNECT TO 63 VPI ST. 5+8. TION 6434 EXISTING WTER MIN 63 62 62 65 65 6489 6425 6467 644 6446 644 6425 6493 642 6483 6473 6472 6444 6437 6487 643 645 6469 6436 6434 646 644 643 699 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 = 638.29 (S) INV = 638.9 (NE) LIN FT SSCL 5" @. ST 5+76, 8' RT MN T 4 DI T F&G RIM = 645 INV = 638.4 (SW) INV = 638.58 (W) INV = 638.4 (N) SEE NOTE 2 428 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. : 874252 84322 4+ 4+5 5+ 5+5 6+ 6+5 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
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) 6.89 9.3' 8.7' + 6.86 RIM = 6.6 6.64 (ME) 6.8 (ME) 6.69 RIM = 6.75 6.77 676 (ME) 6.93 RIM = 6.84 6.5 2% 6.7 6. RIM = 6.84 673 6.97 6.87 6.48 6.38 6.6 (ME) 6.6 6.9 6.56 8.2%. 8.2% 2% 8% 6. 6.92 8% 68 (ME) 677 6 TS 683 TC 6.96 6.55 6.45 6. 6. 6.7 2' 5. 6.28 6. 6.8 (ME) MONOLITHIC WLL 698 688 6.37 6.65 6.37 8 6.75 63 6.75 67.97 (ME) 67.97 (ME) 674 67.9 69.5 (ME) 6' 6' 6' 68.37 67.9 68.27 67.78 65.2 67.68 674 67.68 67.78 68. 68.34 68.86 (ME) 8.2% 2% 8.2% 8.2% 8.2% 2% 67.2 67.49 67.2 69.5 (ME).8' 68.4 9% 68.37 67.88 67.78 67.29 67.29 67.78 67.88 68.38 68.34.7%.4' 6' 68.83 (ME) 8.3% 6' 692 8.3% 69.63 62 69.73 63 (ME) 642 652 RIM = 68.8 68.73 623 63 693 (ME) 69.39 4 69.74 69.97 HMILTON STREET 69.88 (ME) 64 (ME) 623 629 (ME) 689 6' 63 6' 66 (ME) 673 7' 9.2' 8.3% 2% 663 6228 6238 626.95 8.3% 27. 699 696 679 6278 RIM = 64 64 62 627.5 6.57 6.7 6.57 626.33 626.36 8.3% 9. 8.3% 4% 626.52 (ME) RIM = 64 6.7 626.97 (ME) 627.5 627.9 6.67 6.7 6.59 6.7 6.67 626.43 (ME) 626.46 (ME) 627.45 (ME) 627.48 (ME) 6.87 6.59 626.82 627. 626.82 BBREVITIONS ME = MTCH EXISTING TS = TOP OF SIDEWLK TON TC = TOP OF CURB TION HR GREEN PROJ. : 874252 84322 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
6' 6.9' 4' PC 5", SPECIL PC 7", SPECIL 698 DETECTBLE WRNING PROPOSED SIDEWLK SLOPE PROPOSED TION SIDEWLK SLOPE DIRECTION 6TH STREET 2 6436 (ME) 8 6427 (ME) 5TH STREET 2 5 6474 642 6474 6459 (ME) 6469 (ME) MONOLITHIC WLL 648 (ME) 647 (ME) 648 (ME) 5.9' 7' 649 9' 648 6463 6473 643 644 TS 6487 TC 645.5 (ME) 6479 (ME) 4% 645 64 6438 64 645 8.% 2% 8.% 6497 (ME) 6486 6496 6422 6422 647 648 6435 6445. 6458 6476 6469 6473 6423 RIM = 6485 642 6479 6473 643 643 (ME) 643 (ME) 6466 (ME) 6492 (ME) 648 (ME) 6486 6487 6497 6497 RIM = 6488 646 642 (ME) 6464 6494 6498 646 648 645 RIM = 644 644 648 645. % % 6456 (ME) 9% 646 6444 645 646 6422 645 6% 2% 647 (ME) 6474 6477 (ME) 6464 (ME) 6464 6422 649 645. 645.4 645.2 (ME) 645. (ME) 6443 647 6443 6493 (ME) 649 (ME) 39' 28' 6473 TS 648 TC 5+ 6 645.4 645.5 MONOLITHIC WLL 64 6429 64 MONOLITHIC WLL 8 7.9' 6473 2 8 6458 6477 6463 64 642 647 6474 TS 645.4 TC 6444 (ME) 8.2% 2% 8.3%. 6486 6458 6435 (ME) 6454 6454 8.' 698 648 6444 RIM = 5437 64 64 646 647 643 643 8.' 688 8.2% 2% 8.% 6444 68 698 643 8.3% 2% 7.6% 6493 8.2' 6443 622 632 64 (ME) RIM = 64 RIM = 686 RIM = 645 648 643 642 644 643 677 (ME) 644 (ME) 674 (ME) 642 (ME) BBREVITIONS ME = MTCH EXISTING TS = TOP OF SIDEWLK TON TC = TOP OF CURB TION HR GREEN PROJ. : 874252 84322 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