CITY OF STURGIS ST. JOSEPH COUNTY, MICHIGAN WEST SOUTH STREET IMPROVEMENTS FEBRUARY 2017 VICINITY MAP WEST SOUTH STREET IMPROVEMENTS CITY OF STUGIS

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1 ST. JOSEPH COUNTY, MICHIGAN ST. JOSEPH COUNTY VICINITY MAP Know what's below. Callbefore you dig. CITY OF STUGIS INDEX OF DAWINGS DESCIPTION COVE SHEET TYPICA COSS SECTIONS, NOTES, & DETAIS PAN & POFIES INTESECTION DETAIS DETAIS DETAIS TAFFIC CONTO PAN PEMANENT SIGNING & PAVEMENT MAKING PAN SHEET NO. C C2-C4 D D2 D D4 D5 POJECT OCATION P.O.B. STA 0+90 P.O.E. STA TAFFIC DATA POSTED SPEED 0 MPH DESIGN SPEED 5 MPH PESENT ADT () 4,47 -.6% COMM FUTUE ADT (207) 9, % COMM (ESTIMATED) POPOSED CONSTUCTION AEA POPOSED DETOU N OCATION MAP F&V POJECT NO. davidd ADDENDUM SET /2/

2 /W EX 66'.O.W. VAIES ' - 6' /W EXISTING FEATUES CONSTUCTION NOTES SOI EOSION CONTO MEASUES TO POTECT SOPES AND DITCHES, SEED / MUCH SHA BE PACED AS SOON AS POSSIBE AND AS DIECTED BY THE ENGINEE. TEMPOAY SOI EOSION AND SEDIMENTATION CONTO MEASUES SHA BE UTIIZED DUING CONSTUCTION AS DIECTED BY ENGINEE. PAN EEVATIONS EEVATIONS SHOWN IN THESE PANS AE BASED ON USGS DATUM NAV88. /W /W /W TIE, EPOXY ANCHOED ('-7" SPACING IN EX CONC CUB AND GUTTE) EXISTING TYPICA COSS SECTION - WEST SOUTH STEET STA 0+90 (P.O.B.) TO STA (P.O.E.) EX 66'.O.W. 6' SOID WHITE PAVEMENT MAKING 0' VAIES 0' POPOSED TYPICA COSS SECTION - WEST SOUTH STEET STA 0+90 (P.O.B.) TO STA +27 EX 66'.O.W. DOUBE YEOW PAVEMENT MAKING ' DOUBE YEOW PAVEMENT MAKING EX 66'.O.W. AGGEGATE BASE, 8 inch, 22A POP WM CONC PAVT, NONEINF, 7 inch 6' STA +27 TO STA 2+76 VAIES '-6' STA 2+76 TO STA +52 SOID WHITE PAVEMENT MAKING 0' VAIES 0' TIE (TYP) INCUDED IN PAY ITEM CONC PAVT, NONEINF, 7 inch POPOSED TYPICA COSS SECTION - WEST SOUTH STEET STA +27 TO STA +52 DOUBE YEOW PAVEMENT MAKING AGGEGATE BASE, 5 inch, 22A CONC PAVT, NONEINF, 7 inch POP WM TIE, EPOXY ANCHOED ('-7" SPACING IN EX CONC CUB AND GUTTE) /W /W /W CONSTUCTION SEQUENCE INSTA & MAINTAIN SESC CONTO MEASUES CONSTUCTION SAFETY AND SECUITY CONSTUCT OADS CEAN STOM WATE MANAGEMENT FACIITIES FINISH GADING/SEEDING INSPECT FO PEMANENT MEASUES FUNCTIONING EMOVE TEMPOAY MEASUES SOI EOSION / SEDIMENTATION CONTO OPEATION TIME SCHEDUE FEB MA AP MAY NOTE: A ITEMS ISTED ON THE MAY NOT BE PESENT ON DAWING. YEA JUN JU AUG SEP OCT NOV DEC UNDEGOUND UTIITIES FO POTECTION OF UNDEGOUND UTIITIES, THE CONTACTO SHA DIA O 8 A MINIMUM OF THEE WOKING DAYS EXCUDING SATUDAYS, SUNDAYS & HOIDAYS PIO TO EXCAVATING IN THE VICINITY OF UTIITY INES. A "MISS DIG" PATICIPATING MEMBES WI THUS BE OUTINEY NOTIFIED. THIS DOES NOT EIEVE THE CONTACTO OF THE ESPONSIBIITY OF NOTIFYING THE UTIITY OWNES WHO MAY NOT BE PAT OF THE "MISS DIG" AET SYSTEM. ADJUSTING MONUMENT BOXES IT IS THE INTENT THAT A GOVENMENT CONES ON THIS POJECT BE PESEVED AND THAT, WHEE NECESSAY, MONUMENT BOXES BE PACED O ADJUSTED, WHETHE SHOWN O NOT. ADJUSTMENT OF CATCH BASINS IT IS THE CONTACTO'S ESPONSIBIITY TO PACE THE OCATION AND EEVATION OF A CATCH BASIN CASTINGS POPEY AIGNED WITH THE POPOSED CUB. ADJUSTMENT OF CASTINGS ON NEW STUCTUES IS INCUDED IN PAYMENT FO THE DAINAGE STUCTUE COVE SPECIFIED. ADJUSTMENT OF CASTINGS ON EXISTING STUCTUES WI BE PAID AS D STUCTUE COVE, ADJ, CASE. THESE ITEMS INCUDE A BOCK O GADE INGS NECESSAY FO POPE ADJUSTMENT. SAVAGE THE CITY ESEVES THE IGHT TO SAVAGE A EXISTING MATEIAS (CASTINGS, HYDANTS, SIGNS, ETC). MATEIAS DESIED TO BE SAVAGED SHA BE STOCKPIED ON SITE FO CITY PICKUP. PUBIC UTIITIES THE EXISTING UTIITIES ISTED BEOW AND SHOWN ON THESE PANS EPESENT THE BEST INFOMATION AVAIABE. THIS INFOMATION DOES NOT EIEVE THE CONTACTO OF THE ESPONSIBIITY TO SATISFY HIMSEF AS TO THEI ACCUACY O OF HIS ESPONSIBIITY IN CASE UTIITIES HAVE BEEN CONSTUCTED O EMOVED. GAS CABE TV TEEPHONE AAON AWENCE SEWE & WATE BAY COX 70 SAUK IVE DIVE CODWATE, MI N. NOTTAWA STEET STUGIS, MI 4909 AJawrence@michigangasutilities.com JEFFY AKE CHATE CABEVISION 476 COMMECIA AVENUE POTAGE, MI JEEMY MCCOD FONTIE 60 N US THEE IVES, MI THE CONTACTO SHA EXPOSE AND VEIFY OCATION AND DEPTH OF EXISTING UNDEGOUND UTIITIES PIO TO CONSTUCTION OF NEW UTIITY. CONFICTS IN GADES SHA BE EPOTED TO ENGINEE AND ADJUSTMENTS SHA BE MADE AT NO ADDITIONA COST TO OWNE. THE OWNES OF EXISTING SEVICE FACIITIES THAT AE WITHIN THE GADING O STUCTUE IMITS WI MOVE THEM TO OCATIONS DESIGNATED BY THE ENGINEE O WI EMOVE THEM ENTIEY FOM THE OAD IGHT-OF-WAY. OWNES OF PUBIC UTIITIES WI NOT BE EQUIED TO MOVE ADDITIONA POES O STUCTUES IN ODE TO FACIITATE THE OPEATION OF CONSTUCTION EQUIPMENT UNESS IT IS DETEMINED BY THE ENGINEE THAT SUCH POES O STUCTUES CONSTITUTE A HAZAD TO THE PUBIC O AE EXTAODINAIY DANGEOUS TO THE CONTACTO'S OPEATIONS. CUB DIMENSIONS A CUB DIMENSIONS SHA BE FOM BACK OF CUB UNESS OTHEWISE INDICATED. AWN SPINKE SYSTEMS AND ANDSCAPING EECTIC JOSHUA CZAJKOWSKI OPEATIONS MANAGE 0 N. NOTTAWA STEET STUGIS, MI OWNES OF EXISTING AWN SPINKE SYSTEMS AND/O ANDSCAPING SHA BE NOTIFIED IN WITING (WITH A COPY SENT TO THE ENGINEE) BY THE CONTACTO TWO WEEKS IN ADVANCE OF ANY WOK TO BE DONE THAT WI AFFECT THOSE SYSTEMS AND/O ANDSCAPING. IF THE POPETY OWNE FAIS TO EOCATE THE AWN SPINKE SYSTEM PIO TO THE CONTACTO BEGINNING WOK, AND IF THE CONTACTO CUTS THE SYSTEM DUING THE CONSTUCTION, THE CONTACTO SHA CAP THE SYSTEM PIPE AND WITNESS THE OCATION OF THE CAP WITH A WOODEN STAKE FO THE POPETY OWNES USE. THE CONTACTO SHA PACE THE SAVAGED SPINKE HEADS ON THE POPETY OWNES POPETY. IF THE POPETY OWNE FAIS TO EOCATE THE ANDSCAPING PIO TO THE CONTACTO BEGINNING WOK, THE CONTACTO SHA CAEFUY SAVAGE THE ANDSCAPING ITEMS AND STOCKPIE THEM ON THE POPETY OWNES POPETY FO THE POPETY OWNE. ANY OTHE MODIFICATION TO THE AWN SPINKE SYSTEMS AND/O ANDSCAPING, IS THE ESPONSIBIITY OF THE OWNE AND IS NOT PAT OF THIS CONTACT. THIS WOK IS INCUDED IN OTHE ITEMS OF THE POJECT. CONCETE WOK THE CONTACTO SHA NOTIFY THE ENGINEE OF PANS TO POU CONCETE A MINIMUM OF 24 HOUS BEFOE THE POU. THE CONTACTO SHA POVIDE A MINIMUM OF ONE HOU BETWEEN FOMING A SECTION OF FATWOK AND POUING THE SECTION TO AOW FO INSPECTION OF THE GADES, GADING, AND SUB-BASE. FAIUE TO POVIDE NOTICE AND TIME FO INSPECTION WI BE CONSIDEED CAUSE TO EJECT THE PODUCT O CAUSE TO EQUIE ESCHEDUING OF THE WOK, WITH NO ADJUSTMENTS TO THE COMPETION DATES. EVISION: Addendum /2/ TS Issued For Bids 2/0/ TS Issued For Permits /0/ TS /W /W /W TIE, EPOXY ANCHOED ('-7" SPACING IN EX CONC CUB AND GUTTE) TIES PACED IN NEW CONC CUB AND GUTTE INCUDED IN PAY ITEM CONC PAVT, NONEINF, 7 inch POP STM - STA 4+05 TO STA 6+45 (VAIES 0'- T) POP 24" STM - STA 6+45 TO STA 25+6 (VAIES -.8' T) 9' POP 60" STM - STA 2+6 TO STA 2+68 SOID WHITE PAVEMENT MAKING (TYP.) POPOSED TYPICA COSS SECTION - WEST SOUTH STEET STA +52 TO STA VAIES ' - 8' / SHOUDE EX 66'.O.W. AGGEGATE BASE, 5 inch, 22A ' DOUBE YEOW PAVEMENT MAKING SOID WHITE PAVEMENT MAKING (TYP.) POPOSED TYPICA COSS SECTION - WEST SOUTH STEET STA TO STA EX 66'.O.W. IMITS OF OADWAY GADING VAIES 2-6' VAIES ' - 8' / SHOUDE POPOSED TYPICA COSS SECTION - WHITE STEET STA 0+8 TO STA 2+68 EX 66'.O.W. IMITS OF OADWAY GADING 40' B-B TIE (TYP) INCUDED IN PAY ITEM CONC PAVT, NONEINF, 7 inch AGGEGATE BASE, 8 inch, 22A ' 0' POP WM - STA +57 TO STA 7+62 POP 8" WM - STA TO STA 25+9 TIE, EPOXY ANCHOED ('-7" SPACING IN EX CONC CUB AND GUTTE) TIES PACED IN NEW CONC CUB AND GUTTE INCUDED IN PAY ITEM CONC PAVT, NONEINF, 7 inch /W /W /W COUSE PAY ITEM EST. YIED HMA APPICATION TABE PEFOMANCE GADE HMA, VSP 220#/SYD PG BASE COUSE EMAKS 2 HMA, VSP 220#/SYD PG SUFACE COUSE AWI = 220 MIN HAND PATCHING TON PG SESC EFE TO MDOT STANDAD PAN FO SOI EOSION AND SEDIMENTATION CONTO MEASUES -96-E: HMA, VSP: PACE IN 2 EQUA IFTS OF 65 B/SYD IN DIVE APPOACHES NOTE: BOND COAT SHA BE APPIED BETWEEN SUCCESSIVE COUSES OF HMA (PAYMENT INCUDED IN HMA MIX). APPICATION ATE GA/SYD SS-IH, AS DIECTED BY ENGINEE PEMANENT SEEDING EOSION CONTO, SIT FENCE EOSION CONTO, INET POTECTION, FABIC DOP MUCHING/MUCH ANCHOING MUCH BANKET CONCETE JOINTS CONTACTO WI SUBMIT A JOINT AYOUT PAN FO ENGINEE APPOVA PIO TO MAININE CONCETE PAVING SAWCUTTING PAVEMENT SAWCUTTING EXISTING PAVEMENT AT EMOVA IMITS WHEE INDICATED ON THE PANS AND AS DIECTED BY THE ENGINEE SHA BE INCUDED IN THE APPICABE EMOVA PAY ITEM. DIVEWAYS EXISTING DIVEWAYS SHA BE EMOVED AND EPACED, WHEE SHOWN ON PANS O AS DIECTED BY ENGINEE. GADING AND PEPAATION FO NEW DIVEWAY SHA BE INCUDED IN OADWAY GADING. CONTACTO SHA MAINTAIN ACCESS TO DIVEWAYS DUING CONSTUCTION WITH 22A AGGEGATE O HMA MIINGS INCUDED IN OADWAY GADING. NOTICE TO ESIDENTS CONTACTO SHA NOTIFY ESIDENTS IN WITING 24 HOUS IN ADVANCE OF DISUPTION TO SEVICE SUCH AS DIVEWAY COSING O UTIITY SEVICE. CUB AND GUTTE PACEMENT OF AND PAYMENT FO CONCETE CUB AND GUTTE INCUDES PACING TWO 24" #4 EPOXY COATED EBA DOWES EPOXY ANCHOED INTO EXISTING CUB AND GUTTE AT POINTS OF CONNECTION. STUCTUE COVES STOM MANHOE COVE B (EJ060 WITH SOID COVE) CATCH BASIN (F4 CUB) COVE K (EJ700 WITH M GATE) CATCH BASIN (ADA) (EJ500 Z FAME WITH 505 M GATE) SANITAY SEWE COVE Q (EJ045 O EJ046 OW POFIE FAME) CATCH BASIN (F6 CUB) COVE C (EJ 7066 WITH M GATE) SET CATCH BASIN COVE E EVATIONS 0.0 BEOW GUTTE GADE. SUFACE ESTOATION AEAS DISTUBED BY CONSTUCTION, SUFACE SHA BE GADED SMOOTH AND ESTOED WITH 4" OF NEW TOPSOI, HYDOSEEDED, FETIIZED, AND MUCHED. SOPES OF :2 O STEEPE SHA ECEIVE MUCH BANKET PEGGED IN PACE. AEAS BETWEEN THE CUB AND SIDEWAK SHA BE FIED, GADED SMOOTH AND ESTOED AS NOTED ABOVE. ESTOATION SHA BE FOM BACK OF CUB TO IGHT OF WAY AS DIECTED BY ENGINEE. ESTOATION OF DISTUBED AEAS OUTSIDE OF THE STEET IGHT-OF-WAY WI NOT BE PAID FO SEPAATEY UNESS SHOWN ON THE PANS O AS DIECTED BY ENGINEE. MAINTAINING TAFFIC CONTACTO SHA MAINTAIN ACCESS FO OCA ESIDENTS AND EMEGENCY VEHICES DUING CONSTUCTION. CONTACTO SHA POVIDE TEMPOAY AGGEGATE O HMA MIINGS AT DIVEWAYS AS NECESSAY TO MAINTAIN ACCESS, INCUDED IN PAY ITEM OADWAY GADING. MISCEOUS QUANTITIES THE FOOWING QUANTITIES HAVE BEEN ESTIMATED TO BE EQUIED FO THE POJECT AND SHA BE USED AS DIECTED BY THE ENGINEE DUING CONSTUCTION: S MOBIIZATION MAX 0% 200 FT EOSION CONTO, SIT FENCE 4 EA EOSION CONTO, INET POTECTION, FABIC DOP 00 CYD SUBGADE UNDECUTTING, TYPE II 00 CYD TENCH UNDECUT AND BACKFI 9 TON HAND PATCHING 4 EA BEND, 45 DEG, 4 inch 4 EA BEND, 45 DEG, 6 inch 8 EA BEND, 45 DEG, 8 inch 8 EA BEND, 45 DEG, 2 inch EA MONUMENT BOX, ADJUST EA D STUCTUE, ECONSTUCT 40 FT SEWE, EM, 24 inch TO 48 inch EA UTIITY HH, ADJ 80 FT SANITAY ATEA, 6 inch, EOCATE 2 EA SANITAY ATEA, ECONNECT 750 FT VIDEO TAPE SAN SEWE TYPICA COSS SECTIONS, NOTES, & DETAIS TS WT KFP DWD DAWING INFOMATION: _C 0027 davidd COWN UNOUT TO MATCH EXISTING 9' POP 60" STM AGGEGATE BASE, 8 inch, 22A POPOSED TYPICA COSS SECTION - WHITE STEET STA 2+68 TO STA +00 CUB AND GUTTE, CONC, DET F4 F&V POJECT NO. C

3 /W EX 66'.O.W. /W EXISTING FEATUES CONSTUCTION NOTES VAIES ' - 6' SOI EOSION CONTO MEASUES TO POTECT SOPES AND DITCHES, SEED / MUCH SHA BE PACED AS SOON AS POSSIBE AND AS DIECTED BY THE ENGINEE. TEMPOAY SOI EOSION AND SEDIMENTATION CONTO MEASUES SHA BE UTIIZED DUING CONSTUCTION AS DIECTED BY ENGINEE. PAN EEVATIONS EEVATIONS SHOWN IN THESE PANS AE BASED ON USGS DATUM NAV88. /W EXISTING TYPICA COSS SECTION - WEST SOUTH STEET STA 0+90 (P.O.B.) TO STA (P.O.E.) EX 66'.O.W. /W UNDEGOUND UTIITIES FO POTECTION OF UNDEGOUND UTIITIES, THE CONTACTO SHA DIA O 8 A MINIMUM OF THEE WOKING DAYS EXCUDING SATUDAYS, SUNDAYS & HOIDAYS PIO TO EXCAVATING IN THE VICINITY OF UTIITY INES. A "MISS DIG" PATICIPATING MEMBES WI THUS BE OUTINEY NOTIFIED. THIS DOES NOT EIEVE THE CONTACTO OF THE ESPONSIBIITY OF NOTIFYING THE UTIITY OWNES WHO MAY NOT BE PAT OF THE "MISS DIG" AET SYSTEM. ADJUSTING MONUMENT BOXES IT IS THE INTENT THAT A GOVENMENT CONES ON THIS POJECT BE PESEVED AND THAT, WHEE NECESSAY, MONUMENT BOXES BE PACED O ADJUSTED, WHETHE SHOWN O NOT. ADJUSTMENT OF CATCH BASINS IT IS THE CONTACTO'S ESPONSIBIITY TO PACE THE OCATION AND EEVATION OF A CATCH BASIN CASTINGS POPEY AIGNED WITH THE POPOSED CUB. ADJUSTMENT OF CASTINGS ON NEW STUCTUES IS INCUDED IN PAYMENT FO THE DAINAGE STUCTUE COVE SPECIFIED. ADJUSTMENT OF CASTINGS ON EXISTING STUCTUES WI BE PAID AS D STUCTUE COVE, ADJ, CASE. THESE ITEMS INCUDE A BOCK O GADE INGS NECESSAY FO POPE ADJUSTMENT. /W 6' STA 0+90 (P.O.B.) TO STA 2+76 VAIES '-6' STA 2+76 TO STA +57 0' VAIES 0' SOID WHITE PAVEMENT MAKING POPOSED TYPICA COSS SECTION - WEST SOUTH STEET STA 0+90 (P.O.B.) TO STA +60 EX 66'.O.W. DOUBE YEOW PAVEMENT MAKING AGGEGATE BASE, 8 inch, 22A POP WM /W NOTE: A ITEMS ISTED ON THE MAY NOT BE PESENT ON DAWING. SAVAGE THE CITY ESEVES THE IGHT TO SAVAGE A EXISTING MATEIAS (CASTINGS, HYDANTS, SIGNS, ETC). MATEIAS DESIED TO BE SAVAGED SHA BE STOCKPIED ON SITE FO CITY PICKUP. PUBIC UTIITIES THE EXISTING UTIITIES ISTED BEOW AND SHOWN ON THESE PANS EPESENT THE BEST INFOMATION AVAIABE. THIS INFOMATION DOES NOT EIEVE THE CONTACTO OF THE ESPONSIBIITY TO SATISFY HIMSEF AS TO THEI ACCUACY O OF HIS ESPONSIBIITY IN CASE UTIITIES HAVE BEEN CONSTUCTED O EMOVED. GAS CABE TV TEEPHONE AAON AWENCE SEWE & WATE BAY COX 70 SAUK IVE DIVE CODWATE, MI N. NOTTAWA STEET STUGIS, MI 4909 AJawrence@michigangasutilities.com JEFFY AKE CHATE CABEVISION 476 COMMECIA AVENUE POTAGE, MI JEEMY MCCOD FONTIE 60 N US THEE IVES, MI EECTIC JOSHUA CZAJKOWSKI OPEATIONS MANAGE 0 N. NOTTAWA STEET STUGIS, MI /W /W /W ' POP STM - STA 4+05 TO STA 6+45 (VAIES 0'- T) POP 24" STM - STA 6+45 TO STA 25+6 (VAIES -.8' T) 9' POP 60" STM - STA 2+6 TO STA 2+68 POPOSED TYPICA COSS SECTION - WEST SOUTH STEET STA +60 TO STA VAIES ' - 8' / SHOUDE DOUBE YEOW PAVEMENT MAKING SOID WHITE PAVEMENT MAKING (TYP.) EX 66'.O.W. AGGEGATE BASE, 8 inch, 22A POPOSED TYPICA COSS SECTION - WEST SOUTH STEET STA TO STA VAIES ' - 8' / SHOUDE ' COWN UNOUT TO MATCH EXISTING DOUBE YEOW PAVEMENT MAKING SOID WHITE PAVEMENT MAKING (TYP.) EX 66'.O.W. IMITS OF OADWAY GADING VAIES 2-6' POPOSED TYPICA COSS SECTION - WHITE STEET STA 0+8 TO STA 2+68 EX 66'.O.W. IMITS OF OADWAY GADING 40' B-B AGGEGATE BASE, 8 inch, 22A ' 0' POP WM - STA +57 TO STA 7+62 POP 8" WM - STA TO STA 25+9 /W /W /W CONSTUCTION SEQUENCE INSTA & MAINTAIN SESC CONTO MEASUES CONSTUCTION SAFETY AND SECUITY CONSTUCT OADS CEAN STOM WATE MANAGEMENT FACIITIES FINISH GADING/SEEDING INSPECT FO PEMANENT MEASUES FUNCTIONING EMOVE TEMPOAY MEASUES COUSE PAY ITEM EST. YIED HMA APPICATION TABE PEFOMANCE GADE HMA, VSP 220#/SYD PG BASE COUSE EMAKS 2 HMA, VSP 220#/SYD PG SUFACE COUSE AWI = 220 MIN HAND PATCHING SOI EOSION / SEDIMENTATION CONTO OPEATION TIME SCHEDUE FEB MA TON PG HMA, VSP: PACE IN 2 EQUA IFTS OF 65 B/SYD IN DIVE APPOACHES NOTE: BOND COAT SHA BE APPIED BETWEEN SUCCESSIVE COUSES OF HMA (PAYMENT INCUDED IN HMA MIX). APPICATION ATE GA/SYD SS-IH, AS DIECTED BY ENGINEE. AP MAY YEA JUN JU AUG SEP SESC OCT NOV EFE TO MDOT STANDAD PAN FO SOI EOSION AND SEDIMENTATION CONTO MEASUES -96-E: PEMANENT SEEDING EOSION CONTO, SIT FENCE EOSION CONTO, INET POTECTION, FABIC DOP MUCHING/MUCH ANCHOING MUCH BANKET DEC THE CONTACTO SHA EXPOSE AND VEIFY OCATION AND DEPTH OF EXISTING UNDEGOUND UTIITIES PIO TO CONSTUCTION OF NEW UTIITY. CONFICTS IN GADES SHA BE EPOTED TO ENGINEE AND ADJUSTMENTS SHA BE MADE AT NO ADDITIONA COST TO OWNE. THE OWNES OF EXISTING SEVICE FACIITIES THAT AE WITHIN THE GADING O STUCTUE IMITS WI MOVE THEM TO OCATIONS DESIGNATED BY THE ENGINEE O WI EMOVE THEM ENTIEY FOM THE OAD IGHT-OF-WAY. OWNES OF PUBIC UTIITIES WI NOT BE EQUIED TO MOVE ADDITIONA POES O STUCTUES IN ODE TO FACIITATE THE OPEATION OF CONSTUCTION EQUIPMENT UNESS IT IS DETEMINED BY THE ENGINEE THAT SUCH POES O STUCTUES CONSTITUTE A HAZAD TO THE PUBIC O AE EXTAODINAIY DANGEOUS TO THE CONTACTO'S OPEATIONS. CUB DIMENSIONS A CUB DIMENSIONS SHA BE FOM BACK OF CUB UNESS OTHEWISE INDICATED. AWN SPINKE SYSTEMS AND ANDSCAPING OWNES OF EXISTING AWN SPINKE SYSTEMS AND/O ANDSCAPING SHA BE NOTIFIED IN WITING (WITH A COPY SENT TO THE ENGINEE) BY THE CONTACTO TWO WEEKS IN ADVANCE OF ANY WOK TO BE DONE THAT WI AFFECT THOSE SYSTEMS AND/O ANDSCAPING. IF THE POPETY OWNE FAIS TO EOCATE THE AWN SPINKE SYSTEM PIO TO THE CONTACTO BEGINNING WOK, AND IF THE CONTACTO CUTS THE SYSTEM DUING THE CONSTUCTION, THE CONTACTO SHA CAP THE SYSTEM PIPE AND WITNESS THE OCATION OF THE CAP WITH A WOODEN STAKE FO THE POPETY OWNES USE. THE CONTACTO SHA PACE THE SAVAGED SPINKE HEADS ON THE POPETY OWNES POPETY. IF THE POPETY OWNE FAIS TO EOCATE THE ANDSCAPING PIO TO THE CONTACTO BEGINNING WOK, THE CONTACTO SHA CAEFUY SAVAGE THE ANDSCAPING ITEMS AND STOCKPIE THEM ON THE POPETY OWNES POPETY FO THE POPETY OWNE. ANY OTHE MODIFICATION TO THE AWN SPINKE SYSTEMS AND/O ANDSCAPING, IS THE ESPONSIBIITY OF THE OWNE AND IS NOT PAT OF THIS CONTACT. THIS WOK IS INCUDED IN OTHE ITEMS OF THE POJECT. CONCETE WOK THE CONTACTO SHA NOTIFY THE ENGINEE OF PANS TO POU CONCETE A MINIMUM OF 24 HOUS BEFOE THE POU. THE CONTACTO SHA POVIDE A MINIMUM OF ONE HOU BETWEEN FOMING A SECTION OF FATWOK AND POUING THE SECTION TO AOW FO INSPECTION OF THE GADES, GADING, AND SUB-BASE. FAIUE TO POVIDE NOTICE AND TIME FO INSPECTION WI BE CONSIDEED CAUSE TO EJECT THE PODUCT O CAUSE TO EQUIE ESCHEDUING OF THE WOK, WITH NO ADJUSTMENTS TO THE COMPETION DATES. SAWCUTTING PAVEMENT SAWCUTTING EXISTING PAVEMENT AT EMOVA IMITS WHEE INDICATED ON THE PANS AND AS DIECTED BY THE ENGINEE SHA BE INCUDED IN THE APPICABE EMOVA PAY ITEM. DIVEWAYS EXISTING DIVEWAYS SHA BE EMOVED AND EPACED, WHEE SHOWN ON PANS O AS DIECTED BY ENGINEE. GADING AND PEPAATION FO NEW DIVEWAY SHA BE INCUDED IN OADWAY GADING. CONTACTO SHA MAINTAIN ACCESS TO DIVEWAYS DUING CONSTUCTION WITH 22A AGGEGATE O HMA MIINGS INCUDED IN OADWAY GADING. NOTICE TO ESIDENTS CONTACTO SHA NOTIFY ESIDENTS IN WITING 24 HOUS IN ADVANCE OF DISUPTION TO SEVICE SUCH AS DIVEWAY COSING O UTIITY SEVICE. CUB AND GUTTE PACEMENT OF AND PAYMENT FO CONCETE CUB AND GUTTE INCUDES PACING TWO 24" #4 EPOXY COATED EBA DOWES EPOXY ANCHOED INTO EXISTING CUB AND GUTTE AT POINTS OF CONNECTION. STUCTUE COVES STOM MANHOE COVE B (EJ060 WITH SOID COVE) CATCH BASIN (F4 CUB) COVE K (EJ700 WITH M GATE) CATCH BASIN (ADA) (EJ500 Z FAME WITH 505 M GATE) SANITAY SEWE COVE Q (EJ045 O EJ046 OW POFIE FAME) CATCH BASIN (F6 CUB) COVE C (EJ 7066 WITH M GATE) SET CATCH BASIN COVE E EVATIONS 0.0 BEOW GUTTE GADE. SUFACE ESTOATION AEAS DISTUBED BY CONSTUCTION, SUFACE SHA BE GADED SMOOTH AND ESTOED WITH 4" OF NEW TOPSOI, HYDOSEEDED, FETIIZED, AND MUCHED. SOPES OF :2 O STEEPE SHA ECEIVE MUCH BANKET PEGGED IN PACE. AEAS BETWEEN THE CUB AND SIDEWAK SHA BE FIED, GADED SMOOTH AND ESTOED AS NOTED ABOVE. ESTOATION SHA BE FOM BACK OF CUB TO IGHT OF WAY AS DIECTED BY ENGINEE. ESTOATION OF DISTUBED AEAS OUTSIDE OF THE STEET IGHT-OF-WAY WI NOT BE PAID FO SEPAATEY UNESS SHOWN ON THE PANS O AS DIECTED BY ENGINEE. MAINTAINING TAFFIC CONTACTO SHA MAINTAIN ACCESS FO OCA ESIDENTS AND EMEGENCY VEHICES DUING CONSTUCTION. CONTACTO SHA POVIDE TEMPOAY AGGEGATE O HMA MIINGS AT DIVEWAYS AS NECESSAY TO MAINTAIN ACCESS, INCUDED IN PAY ITEM OADWAY GADING. MISCEOUS QUANTITIES THE FOOWING QUANTITIES HAVE BEEN ESTIMATED TO BE EQUIED FO THE POJECT AND SHA BE USED AS DIECTED BY THE ENGINEE DUING CONSTUCTION: S MOBIIZATION MAX 0% 200 FT EOSION CONTO, SIT FENCE 4 EA EOSION CONTO, INET POTECTION, FABIC DOP 00 CYD SUBGADE UNDECUTTING, TYPE II 00 CYD TENCH UNDECUT AND BACKFI 4 EA BEND, 45 DEG, 4 inch 4 EA BEND, 45 DEG, 6 inch 8 EA BEND, 45 DEG, 8 inch 8 EA BEND, 45 DEG, 2 inch EA MONUMENT BOX, ADJUST EA D STUCTUE, ECONSTUCT 40 FT SEWE, EM, 24 inch TO 48 inch EA UTIITY HH, ADJ 80 FT SANITAY ATEA, 6 inch, EOCATE 2 EA SANITAY ATEA, ECONNECT 750 FT VIDEO TAPE SAN SEWE EVISION: Addendum /2/ TS Issued For Permits /0/ TS Issued For Bids 2/0/ TS TYPICA COSS SECTIONS, NOTES, & DETAIS TS WT KFP DWD DAWING INFOMATION: _C-Alt 0027 davidd 9' POP 60" STM AGGEGATE BASE, 8 inch, 22A POPOSED TYPICA COSS SECTION - WHITE STEET STA 2+68 TO STA +00 CUB AND GUTTE, CONC, DET F4 F&V POJECT NO. CA

4 6' S. CENTEVIE OAD M " HMA OVE CONC BASE +27 END CONC BASE EA - GATE BOX, EM PACE SIDEWAK ' OFF OW 0 CYD - FOWABE FI ( STM SEWE) 670 FT- WATE MAIN, 2 inch, DI 4 EA - BEND, 45 DEG, 2 inch EA - GATE VAVE AND BOX, 2 inch 2 EA - WATE MAIN TAP, 2 inch EA - EDUCE, 2 inch x 8 inch EA - WATE MAIN TAP, 8 inch EA - GATE WE, EM EA - GATE VAVE AND BOX, 2 inch 2 EA - WATE MAIN TAP, 2 inch EA - CUT & PUG EX WATE MAIN EA - TEE, 2 inch X 2 inch X 6 inch EA - HYDANT, EOCATE 2 FT - WATE MAIN, DI, 6 inch EA - D STUCTUE, EM EA - D STUCTUE, 24 inch DIA EA - D STUCTUE COVE, TYPE K EOCATE POE AND GUY (BY OTHES) EA - D STUCTUE, EM (STOM MH) 20 CYD - FOWABE FI ( WATE MAIN) 220 SFT - SIDEWAK, CONC, 8 inch (EXTEND BEYOND DIVE APPOACH) 0 FT - CUB AND GUTTE, EM 0 FT - CUB AND GUTTE, CONC, DET F4 WATE SEVICE, AUGEED, 2 inch EA - GATE VAVE AND BOX, 2 inch EA - TEE, 2 inch x 2 inch x 2 inch 2 EA - BEND, 45 DEG, 2 inch EA - WATE MAIN TAP, 2 inch 5 FT- WATE MAIN, DI, 2 inch S. OANGE STEET 28 EA - D STUCTUE, 72 inch DIA EA - D STUCTUE COVE, TYPE B 20 FT - STOM SEWE, 24 (MATCH EX) 2 EA - SEWE TAP, 24 inch EA - D STUCTUE COVE, ADJ EA - D STUCTUE COVE, ADJ EA - D STUCTUE, 72 inch DIA EA - D STUCTUE COVE, TYPE B 45 FT - STOM SEWE, % EA - SEWE BUKHEAD, 6 inch EA - D STUCTUE, EM EA - D STUCTUE, 24 inch DIA EA - D STUCTUE COVE, TYPE K DEFECT WM UNDE POP STM SEWE AND OVE EX SAN SEWE. (MAINTAIN CEAANCE) 0 FT - CUB AND GUTTE, EM 0 FT - CUB AND GUTTE, CONC, DET F4 EA - D STUCTUE, EM EA - D STUCTUE, 24 inch DIA STA , 6. T IM= INV ( N) EA - D STUCTUE COVE, TYPE K 7 FT - STOM SEWE, % EA - MONUMENT BOX EA - MONUMENT PESEVATION WEST SOUTH STEET EA - D STUCTUE COVE, ADJ 62 SFT - SIDEWAK AMP, CONC, 6 inch 5 FT - DETECTABE WANING SUFACE,DI CAUTION! GAS MAIN 8 SYD - SIDEWAK, EM 25 FT - CUB AND GUTTE, EM 25 FT - CUB AND GUTTE, CONC, F4 0 SYD - PAVT, EM EA - TEE, 2 inch x 2 inch x 8 inch EA - TEE, 2 inch x 2 inch x 6 inch 2 EA - BEND, 45 DEG, 8 inch 4 EA - BEND, 45 DEG, 6 inch EA - WATE MAIN TAP, 8 inch EA - WATE MAIN TAP, 6 inch 20 FT - WATE MAIN, DI, 8 inch 20 FT - WATE MAIN, DI, 6 inch 2 EA - GATE BOX, EM SEE DETAI STA 7+50 T DIVEWAY ON SHEET C4 2 EA - GATE BOX, EM 2 EA - D STUCTUE COVE, ADJ EA - GATE BOX, EM EA - D STUCTUE, EM EA - D STUCTUE, 60 inch DIA EA - D STUCTUE COVE, TYPE B 0 FT - STM SEWE, 8 inch (MATCH EX) EA - SEWE TAP, 8 inch EA - D STUCTUE, EM EA - D STUCTUE, 24 inch DIA 0 FT - CUB AND GUTTE, EM 0 FT - CUB AND GUTTE, CONC, DET F4 EA - D STUCTUE COVE, TYPE K 5 FT - STOM SEWE, 8 inch EA - SEWE TAP, 8 inch EA - VAVE AND BOX, EM EA - D STUCTUE, EM EA - D STUCTUE, 24 inch DIA STA 7+5.0, 7' T IM= INV ( N) EA - D STUCTUE COVE, TYPE K 2 FT - STOM SEWE, % EA - D STUCTUE, EM I EA - SANITAY MH, 48 inch DIA EA - D STUCTUE COVE, TYPE Q 0 FT - SAN SEWE, 8 inch 50 FT - CUB AND GUTTE, EM 50 FT - CUB AND GUTTE, CONC, DET F4 TON - HAND PATCHING 48 FT - CUB AND GUTTE, EM 48 FT - CUB AND GUTTE, CONC, DET F4 EA - GATE BOX, ADJ 7 SYD - SIDEWAK, EM 6 SFT - SIDEWAK AMP, 6 inch 5 FT - DETECTABE WANING SUFACE, DI EA - MONUMENT BOX EA - MONUMENT PESEVATION WATE SEVICE, AUGEED, 2 inch (TIE EX. 2 inch SEVICE TO EX. 8 inch WATE MAIN) 25 CYD - FOWABE FI (8" STOM) MATCH INE STA SEE SHEET C EX. 66'.O.W. WATE SEVICE, AUGEED, inch (TIE IIGATION TO EX. 8 inch WATE MAIN) EMOVE CONCETE POPOSED CONCETE HMA SUFACE, EM, 4 inch POPOSED ECONSTUCTION NOTH EMOVE & EPACE CONCETE CUB & GUTTE EMOVE FOWABE FI BM #NGS AB094 E ' NGS DISK MONUMENT IN CONC STAMPED DATUM NAVD88, VIA GPS & OPUS BM #4-A E. 90. FND BM TIE SPIKE N FACE PP, S SIDE SOUTH OANGE, 29' E OF NE CO PAKING OT (NAVD88 PE PEVIOUS F&V POJECT #5009) BM #4-B E NW CO SIGN/PANTE BOX IN BU OAK PAKING.7' ABOVE GADE, 9' S OF EECTIC MH BM #4-C E. 90. SE CO DOO # TO BU OAK MFC, NEA SE CO BDG. 0.' ABOVE GADE BM #4-D E..2 "" CUT IN S END OF CONC WAK S SIDE OF SOUTH ST IN PAKING OT 2' WEST OF TACKS, 0' E OF WHITE ST EVISION: Addendum /2/ TS Issued For Bids 2/0/ TS Issued For Permits /0/ TS MIN COVE 4' - STM 0.50% 4' - STM 0.50% POPOSED WM POP STM CB IM = STA +7.00, -2 T INV ( SE) POP STM MH IM = STA , 0' CEA POP STM CB IM = STA , 7' T POPOSED POFIE ING POFIE 240' - STM 0.20% 99' of 24" STM 0.7% POP STM MH IM = STA , T CEA POP SAN MH IM = STA , T POP STM MH IM = STA , T POP STM CB IM = STA , 7' T 2' - STM 0.4% CEA EX. DIVEWAY T EEV AT OW (TYP) EX DIVEWAY T EEV AT OW (TYP) POVIDE CEAANCE BETWEEN WATEMAIN AND SEWE QUANTITY UNIT DESCIPTION 9. STA OADWAY GADING 600 SYD HMA SUFACE, EM 80 SYD PAVT, EM 440 FT SEWE, EM, ESS THAN 24 inch 200 SYD AGGEGATE BASE, 5 inch 500 SYD AGGEGATE BASE, 8 inch 000 CYD SUBBASE, CIP 20 TON HMA, VSP 200 SYD CONC PAVT, NONEINF, 7 inch 2000 FT JOINT, CONTACTION, CP 64 FT JOINT, EXPANSION, E2 600 EA TIE, EPOXY ANCHOED 200 SFT SIDEWAK, CONC, 4 inch 85 SYD DIVEWAY, NONEINF CONC, 8 inch EA WATE SEVICE, AUGEED, inch 2 EA WATE SEVICE, AUGEED, 2 inch 00 SYD SUFACE ESTOATION 00 SYD MUCH BANKET PAN & POFIE WM COSSING: 8 inch ISOATION NOT EQUIED AT FF/ABANDONED STOM SEWE COSSING INV.96 ( NW) INV (24" N) INV ( NE) INV ( S) INV ( E) C S. OANGE ST. STA INV ( SW) POP. CENTEINE EEV'S. (TYP.) INV 889. ( W) INV.6 (24" E) INV (24" NW) INV (24" SE) CEAANCE AT STOM COSSING INV 886. (8" NE) INV (8" S) INV.9 (24" W) INV.09 (24" E) INV ( S) INV ( NE) INV (8" N) " STM 0.7% INV ( SW) INV (8" N) IT IS ANTICIPATED THAT A GAS MAIN EOCATION POJECT ON W. SOUTH STEET AND A OAD ECONSTUCTION POJECT ON S. NOTTAWA STEET (BY OTHES) WI OCCU CONCUENTY WITH THIS POJECT. W. SOUTH STEET EAST OF S. CAY AND S. CAY STEET NOTH OF W. SOUTH AE POPOSED AS PAT OF THE DETOU OUTE FO THAT POJECT. THE CONTACTO WI COODINATE HIS WOK, INCUDING A TAFFIC ESTICTIONS, WITH OTHE POJECTS TO INCU THE EAST POSSIBE INCONVENIENCE TO THE PUBIC. NO ADDITIONA PAYMENT O TIME EXTENSION WI BE MADE TO THE CONTACTO FO THIS COODINATION. 2. CONTACTO WI COODINATE EMOVA AND EPACEMENT OF CONCETE DIVES WITH CITY AND WI GAP O CONSTUCT PAT-WIDTH WHEE EQUESTED (TYP A OCATIONS).. DIVE APPOACH AT STA 7+50 T WI BE EMOVED AND ECONSTUCTED AT A WIDTH OF 4' AT THE SIDEWAK A ' FAE ON THE WEST SIDE AND 0' AT THE EAST CUB. SEE DETAI ON SHEET C4. TS WT KFP DWD DAWING INFOMATION: _C2 007 davidd F&V POJECT NO C2

5 6' S. CENTEVIE OAD M " HMA OVE CONC BASE +27 END CONC BASE EA - GATE BOX, EM PACE SIDEWAK ' OFF OW 670 FT- WATE MAIN, 2 inch, DI 4 EA - BEND, 45 DEG, 2 inch EA - GATE VAVE AND BOX, 2 inch 2 EA - WATE MAIN TAP, 2 inch EA - EDUCE, 2 inch x 8 inch EA - WATE MAIN TAP, 8 inch EA - GATE WE, EM EA - GATE VAVE AND BOX, 2 inch 2 EA - WATE MAIN TAP, 2 inch EA - CUT & PUG EX WATE MAIN EA - TEE, 2 inch X 2 inch X 6 inch EA - HYDANT, EOCATE 2 FT - WATE MAIN, DI, 6 inch EA - D STUCTUE, EM EA - D STUCTUE, 24 inch DIA EA - D STUCTUE COVE, TYPE K 0 CYD - FOWABE FI ( STM SEWE) EOCATE POE AND GUY (BY OTHES) EA - D STUCTUE, EM (STOM MH) 20 CYD - FOWABE FI ( WATE MAIN) 220 SFT - SIDEWAK, CONC, 8 inch (EXTEND BEYOND DIVE APPOACH) 0 FT - CUB AND GUTTE, EM 0 FT - CUB AND GUTTE, CONC, DET F4 WATE SEVICE, AUGEED, 2 inch EA - GATE VAVE AND BOX, 2 inch EA - TEE, 2 inch x 2 inch x 2 inch 2 EA - BEND, 45 DEG, 2 inch EA - WATE MAIN TAP, 2 inch 5 FT- WATE MAIN, DI, 2 inch S. OANGE STEET 28 EA - D STUCTUE, 72 inch DIA EA - D STUCTUE COVE, TYPE B 20 FT - STOM SEWE, 24 (MATCH EX) 2 EA - SEWE TAP, 24 inch EA - D STUCTUE COVE, ADJ EA - D STUCTUE COVE, ADJ EA - D STUCTUE, 72 inch DIA EA - D STUCTUE COVE, TYPE B 45 FT - STOM SEWE, % EA - SEWE BUKHEAD, 6 inch EA - D STUCTUE, EM EA - D STUCTUE, 24 inch DIA EA - D STUCTUE COVE, TYPE K DEFECT WM UNDE POP STM SEWE AND OVE EX SAN SEWE. (MAINTAIN CEAANCE) 0 FT - CUB AND GUTTE, EM 0 FT - CUB AND GUTTE, CONC, DET F4 EA - D STUCTUE, EM EA - D STUCTUE, 24 inch DIA STA , 6. T IM= INV ( N) EA - D STUCTUE COVE, TYPE K 7 FT - STOM SEWE, % EA - MONUMENT BOX EA - MONUMENT PESEVATION WEST SOUTH STEET EA - D STUCTUE COVE, ADJ 62 SFT - SIDEWAK AMP, CONC, 6 inch 5 FT - DETECTABE WANING SUFACE,DI CAUTION! GAS MAIN 8 SYD - SIDEWAK, EM 25 FT - CUB AND GUTTE, EM 25 FT - CUB AND GUTTE, CONC, F4 0 SYD - PAVT, EM EA - TEE, 2 inch x 2 inch x 8 inch EA - TEE, 2 inch x 2 inch x 6 inch 2 EA - BEND, 45 DEG, 8 inch 4 EA - BEND, 45 DEG, 6 inch EA - WATE MAIN TAP, 8 inch EA - WATE MAIN TAP, 6 inch 20 FT - WATE MAIN, DI, 8 inch 20 FT - WATE MAIN, DI, 6 inch 2 EA - GATE BOX, EM SEE DETAI STA 7+50 T DIVEWAY ON SHEET C4 2 EA - GATE BOX, EM 2 EA - D STUCTUE COVE, ADJ EA - GATE BOX, EM EA - D STUCTUE, EM EA - D STUCTUE, 60 inch DIA EA - D STUCTUE COVE, TYPE B 0 FT - STM SEWE, 8 inch (MATCH EX) EA - SEWE TAP, 8 inch EA - D STUCTUE, EM EA - D STUCTUE, 24 inch DIA 0 FT - CUB AND GUTTE, EM 0 FT - CUB AND GUTTE, CONC, DET F4 EA - D STUCTUE COVE, TYPE K 5 FT - STOM SEWE, 8 inch EA - SEWE TAP, 8 inch EA - VAVE AND BOX, EM EA - D STUCTUE, EM EA - D STUCTUE, 24 inch DIA STA 7+5.0, 7' T IM= INV ( N) EA - D STUCTUE COVE, TYPE K 2 FT - STOM SEWE, % EA - D STUCTUE, EM I EA - SANITAY MH, 48 inch DIA EA - D STUCTUE COVE, TYPE Q 0 FT - SAN SEWE, 8 inch 50 FT - CUB AND GUTTE, EM 50 FT - CUB AND GUTTE, CONC, DET F4 TON - HAND PATCHING 48 FT - CUB AND GUTTE, EM 48 FT - CUB AND GUTTE, CONC, DET F4 EA - GATE BOX, ADJ 7 SYD - SIDEWAK, EM 6 SFT - SIDEWAK AMP, 6 inch 5 FT - DETECTABE WANING SUFACE, DI EA - MONUMENT BOX EA - MONUMENT PESEVATION WATE SEVICE, AUGEED, 2 inch (TIE EX. 2 inch SEVICE TO EX. 8 inch WATE MAIN) 25 CYD - FOWABE FI (8" STOM) MATCH INE STA SEE SHEET C EX. 66'.O.W. WATE SEVICE, AUGEED, inch (TIE IIGATION TO EX. 8 inch WATE MAIN) EMOVE CONCETE NOTH BM #NGS AB094 E ' NGS DISK MONUMENT IN CONC STAMPED DATUM NAVD88, VIA GPS & OPUS BM #4-A E. 90. FND BM TIE SPIKE N FACE PP, S SIDE SOUTH OANGE, 29' E OF NE CO PAKING OT (NAVD88 PE PEVIOUS F&V POJECT #5009) BM #4-B E NW CO SIGN/PANTE BOX IN BU OAK PAKING.7' ABOVE GADE, 9' S OF EECTIC MH BM #4-C E. 90. SE CO DOO # TO BU OAK MFC, NEA SE CO BDG. 0.' ABOVE GADE BM #4-D E..2 "" CUT IN S END OF CONC WAK S SIDE OF SOUTH ST IN PAKING OT 2' WEST OF TACKS, 0' E OF WHITE ST POPOSED CONCETE Addendum /2/ TS Issued For Bids 2/0/ TS Issued For Permits /0/ TS HMA SUFACE, EM, 4 inch EVISION: POPOSED ECONSTUCTION MIN COVE 4' - STM 0.50% 4' - STM 0.50% POPOSED WM POP STM CB IM = STA +7.00, -2 T INV ( SE) POP STM MH IM = STA , 0' CEA POP STM CB IM = STA , 7' T POPOSED POFIE ING POFIE 240' - STM 0.20% 99' of 24" STM 0.7% POP STM MH IM = STA , T CEA POP SAN MH IM = STA , T POP STM MH IM = STA , T POP STM CB IM = STA , 7' T 2' - STM 0.4% CEA EMOVE & EPACE CONCETE CUB & GUTTE EMOVE FOWABE FI EX. DIVEWAY T EEV AT OW (TYP) EX DIVEWAY T EEV AT OW (TYP) POVIDE CEAANCE BETWEEN WATEMAIN AND SEWE QUANTITY UNIT DESCIPTION 9. STA OADWAY GADING 600 SYD HMA SUFACE, EM 80 SYD PAVT, EM 440 FT SEWE, EM, ESS THAN 24 inch 050 SYD AGGEGATE BASE, 8 inch 000 CYD SUBBASE, CIP 80 TON HMA, VSP 200 SFT SIDEWAK, CONC, 4 inch 85 SYD DIVEWAY, NONEINF CONC, 8 inch EA WATE SEVICE, AUGEED, inch 2 EA WATE SEVICE, AUGEED, 2 inch 00 SYD SUFACE ESTOATION 00 SYD MUCH BANKET PAN & POFIE WM COSSING: 8 inch ISOATION NOT EQUIED AT FF/ABANDONED STOM SEWE COSSING INV.96 ( NW) INV (24" N) INV ( NE) INV ( S) INV ( E) C S. OANGE ST. STA INV ( SW) POP. CENTEINE EEV'S. (TYP.) INV 889. ( W) INV.6 (24" E) INV (24" NW) INV (24" SE) CEAANCE AT STOM COSSING INV 886. (8" NE) INV (8" S) INV.9 (24" W) INV.09 (24" E) INV ( S) INV ( NE) INV (8" N) " STM 0.7% INV ( SW) INV (8" N) IT IS ANTICIPATED THAT A GAS MAIN EOCATION POJECT ON W. SOUTH STEET AND A OAD ECONSTUCTION POJECT ON S. NOTTAWA STEET (BY OTHES) WI OCCU CONCUENTY WITH THIS POJECT. W. SOUTH STEET EAST OF S. CAY AND S. CAY STEET NOTH OF W. SOUTH AE POPOSED AS PAT OF THE DETOU OUTE FO THAT POJECT. THE CONTACTO WI COODINATE HIS WOK, INCUDING A TAFFIC ESTICTIONS, WITH OTHE POJECTS TO INCU THE EAST POSSIBE INCONVENIENCE TO THE PUBIC. NO ADDITIONA PAYMENT O TIME EXTENSION WI BE MADE TO THE CONTACTO FO THIS COODINATION. 2. CONTACTO WI COODINATE EMOVA AND EPACEMENT OF CONCETE DIVES WITH CITY AND WI GAP O CONSTUCT PAT-WIDTH WHEE EQUESTED (TYP A OCATIONS).. DIVE APPOACH AT STA 7+50 T WI BE EMOVED AND ECONSTUCTED AT A WIDTH OF 4' AT THE SIDEWAK A ' FAE ON THE WEST SIDE AND 0' AT THE EAST CUB. SEE DETAI ON SHEET C4. TS WT KFP DWD DAWING INFOMATION: _C2-Alt 007 davidd F&V POJECT NO C2A

6 EA - GATE VAVE AND BOX, EM EA - HYDANT, EM EA - TEE, 6 inch x 6 inch x 6 inch 2 EA - GATE VAVE AND BOX, 6 inch EA - HYDANT, EOCATE STA 20+97, 40' T EA - GATE BOX, ADJ 2 EA - WATE MAIN TAP, 6 inch 72 FT - WATE MAIN, DI 6 inch MATCH INE STA SEE SHEET C2 BM #4-C E. 90. SE CO DOO # TO BU OAK MFC, NEA SE CO BDG. 0.' ABOVE GADE EA - D STUCTUE COVE, ADJ EA - MONUMENT BOX EA - MONUMENT PESEVATION ( OCATIONS) POP WM PAIIE STEETAIOAD ' MIN CEA POP STM MH IM = 90.0 STA ,.8' T EA - D STUCTUE, EM EA - D STUCTUE, 48 inch DIA EA - D STUCTUE COVE, TYPE B 0 FT - STOM SEWE, % EA - SEWE TAP, 2 inch EA - D STUCTUE, EM 25 FT - CUB AND GUTTE, EM 25 FT - CUB AND GUTTE, CONC, DET F4 EA - D STUCTUE, 48 inch DIA EA - D STUCTUE COVE, TYPE B 0 FT - STOM SEWE, 5 inch EA - SEWE TAP, 5 inch EA - D STUCTUE, 24 inch DIA EA - D STUCTUE COVE, TYPE K 40 FT - STOM SEWE, % 25 CYD - FOWABE FI EA - D STUCTUE, EM 0 FT - CUB AND GUTTE, EM 0 FT - CUB AND GUTTE, CONC, DET F4 EA - D STUCTUE, 24 inch DIA EA - D STUCTUE COVE, TYPE K 4 FT - STOM SEWE, % 0' of 24" STM 0.7% 220 FT - WATE MAIN, DI, 8 inch, T DET B EA - GATE BOX, EM EA - TEE, 8 inch x 8 inch x 6 inch 25 FT - WATE MAIN, DI, 6 inch EA - WATE MAIN TAP, 6 inch EA - D STUCTUE, EM EA - D STUCTUE, 9' DIA EA - D STUCTUE COVE, TYPE B POPOSED POFIE ING POFIE EA - WATE MAIN TAP, 8" inch 2 EA - GATE VAVE AND BOX, EM POP STM MH IM = 90. STA , 5.0' T POP STM CB IM =.6 STA , 6. T POP STM CB IM =.96 STA , 6. T +00 SEE SHEET C4 WHITE STEET POP STM MH IM =.8 STA , 5.0' T 64' - STM 0.50% CEA 0' MIN WEST SOUTH STEET BM #4-D E..2 "" CUT IN S END OF CONC WAK S SIDE OF SOUTH ST IN PAKING OT 2' WEST OF TACKS, 0' E OF WHITE ST CEA EA - D STUCTUE, EM 2 EA - D STUCTUE, EM EA - D STUCTUE, 24 inch DIA STA , 7' T IM= INV ( N) EA - D STUCTUE, 48 inch DIA 2 EA - D STUCTUE COVE, TYPE K FT - STOM SEWE, % EA- EOCATE FAG POE (WHEE SPECIFIED BY CITY) 2 EA - GATE BOX, EM SEE D FO SHUB PACEMENT CAUTION! GAS MAIN, UTIITY VAVE, ADJ (BY OTHES) POP STM CB IM = STA , -6' T 20 CYD - AGGEGATE BASE, M POP STM MH IM =.0 STA , T MIN COVE EA - D STUCTUE, 9' DIA EA - D STUCTUE COVE, TYPE B 20 FT - STOM SEWE, 54 inch 2 EA - SEWE TAP, 54 inch 2 EA - BEND, 45 DEG, 8 inch EA - GATE WE, EM EA - EDUCE, 8 inch X 6 inch EA - WATE MAIN TAP, 6 inch MICHIGAN SOUTHEN MICHIGAN SOUTHEN AIOAD EA - GATE BOX, EM EA - TEE, 8 inch x 8 inch x 4 inch EA - GATE VAVE AND BOX, 4 inch 25 FT - WATE MAIN, DI, 4 inch EA - WATE MAIN TAP, 4 inch 70 FT - CUB AND GUTTE, EM 70 FT - CUB AND GUTTE, CONC, DET F4 SEE C5 FO SHUB PACEMENT POP STM CB IM = STA , 7' T POP STM CB IM =.0 STA , 6. T EA - D STUCTUE, EM EA - D STUCTUE, 24 inch STA 27+75, 6. T IM INV ( SW) EA - D STUCTUE COVE, TYPE C 5 FT - STOM SEWE, 2 inch EA - SEWE TAP, 0 inch JEFFESON STEET POE EA - D STUCTUE COVE, ADJ (STM MH, STA 26+67, 2.T) EA - D STUCTUE, EM EA - D STUCTUE, 24 inch STA 27+77, 6. T IM.00 INV ( NW) EA - D STUCTUE COVE, TYPE C 5 FT - STOM SEWE, 2 inch EA - SEWE TAP, 0 inch PEMIT AND COODINATION WITH MICHIGAN SOUTHEN AIOAD EQUIED FO COSSING IMPOVEMENTS. INCUDE IN PAY ITEM AIOAD COODINATION AND FAGGING EMOVE CONCETE POPOSED CONCETE HMA SUFACE, EM, 4 inch POPOSED ECONSTUCTION NOTH EMOVE & EPACE CONCETE CUB & GUTTE EMOVE FOWABE FI EX. DIVEWAY T EEV AT OW (TYP) EX DIVEWAY T EEV AT OW (TYP) POVIDE CEAANCE BETWEEN WATEMAIN AND SEWE QUANTITY UNIT DESCIPTION 7.9 STA OADWAY GADING 200 SYD HMA SUFACE, EM 80 SYD PAVT, EM 460 FT SEWE, EM, ESS THAN 24 inch 2200 SYD AGGEGATE BASE, 5 inch 200 SYD AGGEGATE BASE, 8 inch 850 CYD SUBBASE, CIP 20 TON HMA, VSP 2200 SYD CONC PAVT, NONEINF, 7 inch 00 FT JOINT, CONTACTION, CP 26 FT JOINT, EXPANSION, E2 00 EA TIE, EPOXY ANCHOED 650 SFT SIDEWAK, CONC, 4 inch 20 SYD DIVEWAY, NONEINF CONC, 8 inch 400 SYD SUFACE ESTOATION 200 SYD MUCH BANKET EVISION: DESIGN.BUID.OPEATE. Addendum /2/ TS Issued For Bids 2/0/ TS PAN & POFIE Issued For Permits /0/ TS INV (24" W) INV 894. ( N) C PAIIE ST. STA INV 889. (24" E) " STM 0.8% INV (24" W) INV.50 (5" N) INV (24" E) 90.4 INV ( E) POP. CENTEINE EEV'S. (TYP.) INV (24" W) INV ( W) INV ( SW) INV (60" S).98 INV (60" E) 88' - 60" STM 0.7% C WHITE ST. STA WM COSSING.50 INV ( S) INV ( E).7 CEA (TYP) 4" WM COSSING INV (60" W) INV ( W) INV (54" N) INV (54" S).8 POPOSED 8" WM CEA.57 C AIOAD TACKS STA INV ( S).8 INV ( W) IT IS ANTICIPATED THAT A GAS MAIN EOCATION POJECT ON W. SOUTH STEET AND A OAD ECONSTUCTION POJECT ON S. NOTTAWA STEET (BY OTHES) WI OCCU CONCUENTY WITH THIS POJECT. W. SOUTH STEET EAST OF S. CAY AND S. CAY STEET NOTH OF W. SOUTH AE POPOSED AS PAT OF THE DETOU OUTE FO THAT POJECT. THE CONTACTO WI COODINATE HIS WOK, INCUDING A TAFFIC ESTICTIONS, WITH OTHE POJECTS TO INCU THE EAST POSSIBE INCONVENIENCE TO THE PUBIC. NO ADDITIONA PAYMENT O TIME EXTENSION WI BE MADE TO THE CONTACTO FO THIS COODINATION. 2. CONTACTO WI COODINATE EMOVA AND EPACEMENT OF CONCETE DIVES WITH CITY AND WI GAP O CONSTUCT PAT-WIDTH WHEE EQUESTED (TYP A OCATIONS). TS WT KFP DWD DAWING INFOMATION: _C 0027 davidd F&V POJECT NO. C

7 EA - GATE VAVE AND BOX, EM EA - HYDANT, EM EA - TEE, 6 inch x 6 inch x 6 inch 2 EA - GATE VAVE AND BOX, 6 inch EA - HYDANT, EOCATE STA 20+97, 40' T EA - GATE BOX, ADJ 2 EA - WATE MAIN TAP, 6 inch 72 FT - WATE MAIN, DI 6 inch MATCH INE STA SEE SHEET C2 BM #4-C E. 90. SE CO DOO # TO BU OAK MFC, NEA SE CO BDG. 0.' ABOVE GADE EA - D STUCTUE COVE, ADJ EA - MONUMENT BOX EA - MONUMENT PESEVATION ( OCATIONS) PAIIE STEETAIOAD ' MIN CEA EA - D STUCTUE, EM EA - D STUCTUE, 48 inch DIA EA - D STUCTUE COVE, TYPE B 0 FT - STOM SEWE, % EA - SEWE TAP, 2 inch EA - D STUCTUE, EM 25 FT - CUB AND GUTTE, EM 25 FT - CUB AND GUTTE, CONC, DET F4 EA - D STUCTUE, 48 inch DIA EA - D STUCTUE COVE, TYPE B 0 FT - STOM SEWE, 5 inch EA - SEWE TAP, 5 inch EA - D STUCTUE, 24 inch DIA EA - D STUCTUE COVE, TYPE K 40 FT - STOM SEWE, % 25 CYD - FOWABE FI EA - D STUCTUE, EM 0 FT - CUB AND GUTTE, EM 0 FT - CUB AND GUTTE, CONC, DET F4 EA - D STUCTUE, 24 inch DIA EA - D STUCTUE COVE, TYPE K 4 FT - STOM SEWE, % 220 FT - WATE MAIN, DI, 8 inch, T DET B EA - GATE BOX, EM EA - TEE, 8 inch x 8 inch x 6 inch 25 FT - WATE MAIN, DI, 6 inch EA - WATE MAIN TAP, 6 inch EA - D STUCTUE, EM EA - D STUCTUE, 9' DIA EA - D STUCTUE COVE, TYPE B EA - WATE MAIN TAP, 8" inch 2 EA - GATE VAVE AND BOX, EM +00 SEE SHEET C4 WHITE STEET 0' MIN WEST SOUTH STEET BM #4-D E..2 "" CUT IN S END OF CONC WAK S SIDE OF SOUTH ST IN PAKING OT 2' WEST OF TACKS, 0' E OF WHITE ST CEA EA - D STUCTUE, EM 2 EA - D STUCTUE, EM EA - D STUCTUE, 24 inch DIA STA , 7' T IM= INV ( N) EA - D STUCTUE, 48 inch DIA 2 EA - D STUCTUE COVE, TYPE K FT - STOM SEWE, % EA- EOCATE FAG POE (WHEE SPECIFIED BY CITY) 2 EA - GATE BOX, EM SEE D FO SHUB PACEMENT CAUTION! GAS MAIN, UTIITY VAVE, ADJ (BY OTHES) EA - D STUCTUE, 9' DIA EA - D STUCTUE COVE, TYPE B 20 FT - STOM SEWE, 54 inch 2 EA - SEWE TAP, 54 inch 2 EA - BEND, 45 DEG, 8 inch EA - GATE WE, EM EA - EDUCE, 8 inch X 6 inch EA - WATE MAIN TAP, 6 inch MICHIGAN SOUTHEN MICHIGAN SOUTHEN AIOAD EA - GATE BOX, EM EA - TEE, 8 inch x 8 inch x 4 inch EA - GATE VAVE AND BOX, 4 inch 25 FT - WATE MAIN, DI, 4 inch EA - WATE MAIN TAP, 4 inch 70 FT - CUB AND GUTTE, EM 70 FT - CUB AND GUTTE, CONC, DET F4 SEE C5 FO SHUB PACEMENT EA - D STUCTUE, EM EA - D STUCTUE, 24 inch STA 27+75, 6. T IM INV ( SW) EA - D STUCTUE COVE, TYPE C 5 FT - STOM SEWE, 2 inch EA - SEWE TAP, 0 inch JEFFESON STEET POE EA - D STUCTUE COVE, ADJ (STM MH, STA 26+67, 2.T) EA - D STUCTUE, EM EA - D STUCTUE, 24 inch STA 27+77, 6. T IM.00 INV ( NW) EA - D STUCTUE COVE, TYPE C 5 FT - STOM SEWE, 2 inch EA - SEWE TAP, 0 inch PEMIT AND COODINATION WITH MICHIGAN SOUTHEN AIOAD EQUIED FO COSSING IMPOVEMENTS. INCUDE IN PAY ITEM AIOAD COODINATION AND FAGGING EMOVE CONCETE POPOSED CONCETE NOTH DESIGN.BUID.OPEATE. Addendum /2/ TS Issued For Bids 2/0/ TS Issued For Permits /0/ TS POP WM POP STM MH IM = 90.0 STA ,.8' T 0' of 24" STM 0.7% POPOSED POFIE ING POFIE POP STM MH IM = 90. STA , 5.0' T POP STM CB IM =.6 STA , 6. T POP STM CB IM =.96 STA , 6. T POP STM MH IM =.8 STA , 5.0' T 64' - STM 0.50% CEA POP STM CB IM = STA , -6' T 20 CYD - AGGEGATE BASE, M POP STM MH IM =.0 STA , T MIN COVE POP STM CB IM = STA , 7' T POP STM CB IM =.0 STA , 6. T HMA SUFACE, EM, 4 inch POPOSED ECONSTUCTION EMOVE & EPACE CONCETE CUB & GUTTE EMOVE FOWABE FI EX. DIVEWAY T EEV AT OW (TYP) EX DIVEWAY T EEV AT OW (TYP) POVIDE CEAANCE BETWEEN WATE MAIN AND SEWE QUANTITY UNIT DESCIPTION 7.9 STA OADWAY GADING 200 SYD HMA SUFACE, EM 80 SYD PAVT, EM 460 FT SEWE, EM, ESS THAN 24 inch 2650 SYD AGGEGATE BASE, 8 inch 850 CYD SUBBASE, CIP 740 TON HMA, VSP 8 TON HAND PATCHING 650 SFT SIDEWAK, CONC, 4 inch 20 SYD DIVEWAY, NONEINF CONC, 8 inch 400 SYD SUFACE ESTOATION 200 SYD MUCH BANKET EVISION: PAN & POFIE INV (24" W) INV 894. ( N) C PAIIE ST. STA INV 889. (24" E) " STM 0.8% INV (24" W) INV.50 (5" N) INV (24" E) 90.4 INV ( E) POP. CENTEINE EEV'S. (TYP.) INV (24" W) INV ( W) INV ( SW) INV (60" S).98 INV (60" E) 88' - 60" STM 0.7% C WHITE ST. STA WM COSSING.50 INV ( S) INV ( E).7 CEA (TYP) 4" WM COSSING INV (60" W) INV ( W) INV (54" N) INV (54" S).8 POPOSED 8" WM CEA.57 C AIOAD TACKS STA INV ( S).8 INV ( W) IT IS ANTICIPATED THAT A GAS MAIN EOCATION POJECT ON W. SOUTH STEET AND A OAD ECONSTUCTION POJECT ON S. NOTTAWA STEET (BY OTHES) WI OCCU CONCUENTY WITH THIS POJECT. W. SOUTH STEET EAST OF S. CAY AND S. CAY STEET NOTH OF W. SOUTH AE POPOSED AS PAT OF THE DETOU OUTE FO THAT POJECT. THE CONTACTO WI COODINATE HIS WOK, INCUDING A TAFFIC ESTICTIONS, WITH OTHE POJECTS TO INCU THE EAST POSSIBE INCONVENIENCE TO THE PUBIC. NO ADDITIONA PAYMENT O TIME EXTENSION WI BE MADE TO THE CONTACTO FO THIS COODINATION. 2. CONTACTO WI COODINATE EMOVA AND EPACEMENT OF CONCETE DIVES WITH CITY AND WI GAP O CONSTUCT PAT-WIDTH WHEE EQUESTED (TYP A OCATIONS). TS WT KFP DWD DAWING INFOMATION: _C-Alt 007 davidd F&V POJECT NO. CA

8 BM #4-D E..2 "" CUT IN S END OF CONC WAK S SIDE OF SOUTH ST IN PAKING OT 2' WEST OF TACKS, 0' E OF WHITE ST WEST SOUTH STEET SEE SHEET C NOTH NOTH EA - D STUCTUE COVE, TYPE B EA - D STUCTUE COVE, ADJ ' 4' 0' EA - D STUCTUE COVE, ADJ 0+00 EA - SEWE BUKHEAD, 60 inch 0+8 EOCATE POE (BY OTHES) WHITE ST ' TAPE TYP. 9' ' B-B 0' 0' EA - D STUCTUE COVE, ADJ EOCATE POE () (BY OTHES) EA - TEE, 8 inch x 8 inch x 8 inch 2 EA - BEND, 45 DEG, 8 inch MATCH EX. APPOACH 0' (TYP) POP STM CB IM = STA , 6' T INV ( N) INV.96 ( NW) INV (24" N) INV ( NE) STA 7+50 T DIVEWAY WEST SOUTH STEET INV ( S) INV ( E) POP STM MH IM = STA , 0.0' POP STM MH IM = 90.0 STA , -4' T CEA INV (24" W) INV 894. ( N) INV 889. (24" E) POP WM WHITE STEET SAWCUT HMA BUMPOUT THAT MATCHES EX. WIDTH (INCUDED IN PAY ITEM HMA SUFACE, EM) POPOSED POFIE ING POFIE EA - HYDANT, EM EA - TEE, 8 inch X 8 inch X 6 inch EA - HYDANT, EOCATE STA 2+76, 26' T 5 FT - WATE MAIN, DI, 6 inch EA - EDUCE, 8 inch X 6 inch EA - WATE MAIN TAP, 6 inch 50 FT - WATEMAIN, DI, 8 inch S. OANGE ST PAIIE ST WHITE ST 0-60" STM 0.58% INV (60" N) POP 8" WM INV ( NE) POP. CENTEINE EEV'S. (TYP.) POP STM CB IM =.6 STA , 5 T MIN COVE INV (24" W) POP STM MH IM =.8 STA +2.64, 4' T CEA INV ( W) INV ( SW) INV (60" S) INV (60" E) C WEST SOUTH ST. STA +7. INV ( E) POP STM CB IM =.96 STA +.27, 5 T POP 8" WM EMOVE CONCETE POPOSED CONCETE HMA SUFACE, EM, 4 inch POPOSED ECONSTUCTION EMOVE & EPACE CONCETE CUB & GUTTE EMOVE FOWABE FI EX. DIVEWAY T EEV AT OW (TYP) EX DIVEWAY T EEV AT OW (TYP) POVIDE CEAANCE BETWEEN WATEMAIN AND SEWE QUANTITY UNIT DESCIPTION 2.2 STA OADWAY GADING 680 SYD HMA SUFACE, EM 20 SYD SIDEWAK, EM 960 SYD AGGEGATE BASE, 8 inch 00 CYD SUBBASE, CIP 200 TON HMA, VSP 6 TON HAND PATCHING 500 SYD SOPE ESTOATION 50 SYD MUCH BANKET. IT IS ANTICIPATED THAT A GAS MAIN EOCATION POJECT ON W. SOUTH STEET AND A OAD ECONSTUCTION POJECT ON S. NOTTAWA STEET (BY OTHES) WI OCCU CONCUENTY WITH THIS POJECT. W. SOUTH STEET EAST OF S. CAY AND S. CAY STEET NOTH OF W. SOUTH AE POPOSED AS PAT OF THE DETOU OUTE FO THAT POJECT. THE CONTACTO WI COODINATE HIS WOK, INCUDING A TAFFIC ESTICTIONS, WITH OTHE POJECTS TO INCU THE EAST POSSIBE INCONVENIENCE TO THE PUBIC. NO ADDITIONA PAYMENT O TIME EXTENSION WI BE MADE TO THE CONTACTO FO THIS COODINATION. 2. CONTACTO WI COODINATE EMOVA AND EPACEMENT OF CONCETE DIVES WITH CITY AND WI GAP O CONSTUCT PAT-WIDTH WHEE EQUESTED (TYP A OCATIONS). EVISION: Addendum /2/ TS Issued For Permits /0/ TS Issued For Bids 2/0/ TS PAN & POFIE TS WT KFP DWD DAWING INFOMATION: _C davidd F&V POJECT NO. C4

9 BM #4-D E..2 "" CUT IN S END OF CONC WAK S SIDE OF SOUTH ST IN PAKING OT 2' WEST OF TACKS, 0' E OF WHITE ST WEST SOUTH STEET SEE SHEET C NOTH NOTH EA - D STUCTUE COVE, TYPE B EA - D STUCTUE COVE, ADJ ' 4' 0' EA - D STUCTUE COVE, ADJ 0+00 EA - SEWE BUKHEAD, 60 inch 0+8 EOCATE POE (BY OTHES) ' TAPE TYP. 9' ' B-B 0' 0' EA - D STUCTUE COVE, ADJ EOCATE POE () (BY OTHES) EA - TEE, 8 inch x 8 inch x 8 inch 2 EA - BEND, 45 DEG, 8 inch MATCH EX. APPOACH 0' (TYP) POP STM CB IM = STA , 6' T INV ( N) INV.96 ( NW) INV (24" N) INV ( NE) STA 7+50 T DIVEWAY WEST SOUTH STEET INV ( S) INV ( E) POP STM MH IM = STA , 0.0' POP STM MH IM = 90.0 STA , -4' T CEA INV (24" W) INV 894. ( N) INV 889. (24" E) POP WM WHITE STEET SAWCUT HMA BUMPOUT THAT MATCHES EX. WIDTH (INCUDED IN PAY ITEM HMA SUFACE, EM) POPOSED POFIE ING POFIE EA - HYDANT, EM EA - TEE, 8 inch X 8 inch X 6 inch EA - HYDANT, EOCATE STA 2+76, 26' T 5 FT - WATE MAIN, DI, 6 inch EA - EDUCE, 8 inch X 6 inch EA - WATE MAIN TAP, 6 inch 50 FT - WATEMAIN, DI, 8 inch S. OANGE ST PAIIE ST WHITE ST 0-60" STM 0.58% INV (60" N) POP 8" WM INV ( NE) POP. CENTEINE EEV'S. (TYP.) POP STM CB IM =.6 STA , 5 T MIN COVE INV (24" W) POP STM MH IM =.8 STA +2.64, 4' T CEA INV ( W) INV ( SW) INV (60" S) INV (60" E) C WEST SOUTH ST. STA +7. INV ( E) POP STM CB IM =.96 STA +.27, 5 T POP 8" WM EMOVE CONCETE POPOSED CONCETE HMA SUFACE, EM, 4 inch POPOSED ECONSTUCTION EMOVE & EPACE CONCETE CUB & GUTTE EMOVE FOWABE FI EX. DIVEWAY T EEV AT OW (TYP) EX DIVEWAY T EEV AT OW (TYP) POVIDE CEAANCE BETWEEN WATEMAIN AND SEWE QUANTITY UNIT DESCIPTION 2.2 STA OADWAY GADING 680 SYD HMA SUFACE, EM 20 SYD SIDEWAK, EM 960 SYD AGGEGATE BASE, 8 inch 00 CYD SUBBASE, CIP 200 TON HMA, VSP 6 TON HAND PATCHING 500 SYD SOPE ESTOATION 50 SYD MUCH BANKET. IT IS ANTICIPATED THAT A GAS MAIN EOCATION POJECT ON W. SOUTH STEET AND A OAD ECONSTUCTION POJECT ON S. NOTTAWA STEET (BY OTHES) WI OCCU CONCUENTY WITH THIS POJECT. W. SOUTH STEET EAST OF S. CAY AND S. CAY STEET NOTH OF W. SOUTH AE POPOSED AS PAT OF THE DETOU OUTE FO THAT POJECT. THE CONTACTO WI COODINATE HIS WOK, INCUDING A TAFFIC ESTICTIONS, WITH OTHE POJECTS TO INCU THE EAST POSSIBE INCONVENIENCE TO THE PUBIC. NO ADDITIONA PAYMENT O TIME EXTENSION WI BE MADE TO THE CONTACTO FO THIS COODINATION. 2. CONTACTO WI COODINATE EMOVA AND EPACEMENT OF CONCETE DIVES WITH CITY AND WI GAP O CONSTUCT PAT-WIDTH WHEE EQUESTED (TYP A OCATIONS). EVISION: Addendum /2/ TS Issued For Permits /0/ TS Issued For Bids 2/0/ TS PAN & POFIE TS WT KFP DWD DAWING INFOMATION: _C4-Alt davidd F&V POJECT NO. C4A

10 OED CUB UP TO 8" WHEE SHOWN ON PAN O DIECTED BY ENGINEE. INCUDED IN PAY ITEM SIDEWAK AMP, CONC, 6 INCH (TYPICA A OCATIONS) M-66 (S. CENTEVIE OAD) FT - CUB AND GUTTE, EM 45 FT - CUB AND GUTTE, CONC, DET F4 28 SYD - SIDEWAK, EM 00 SFT - SIDEWAK, CONC, 4 inch 50 SFT - SIDEWAK AMP, CONC, 8 inch (TYPE ) 0 FT - DETECTABE WANING SUFACE, DI FT - CUB AND GUTTE, EM 45 FT - CUB AND GUTTE, CONC, DET F4 42 SYD - SIDEWAK, EM 00 SFT - SIDEWAK AMP, CONC, 8 inch (TYPE ) 0 FT - DETECTABE WANING SUFACE, DI EMOVE BOAD (INCUDED IN PAY ITEM OADWAY GADING) WEST SOUTH STEET 45 FT - CUB AND GUTTE, EM 45 FT - CUB AND GUTTE, CONC, DET F4 0 SYD - SIDEWAK, EM 80 SFT - SIDEWAK, CONC, 4 inch 85 SFT - SIDEWAK AMP, CONC, 6 inch (TYPE D) 5 FT - DETECTABE WANING SUFACE, DI S. OANGE STEET EA - NEPETA X FAASSENI 'SIX HIS GIANT', #2 CONT. 50 FT - CUB AND GUTTE, EM 50 FT - CUB AND GUTTE, CONC, DET F4 0 SYD - SIDEWAK, EM 00 SFT - SIDEWAK, CONC, 4 inch 70 SFT - SIDEWAK AMP, CONC, 6 inch (TYPE ) 2 FT - DETECTABE WANING SUFACE, DI OED CUB UP TO 8" WHEE SHOWN ON PAN O DIECTED BY ENGINEE. INCUDED IN PAY ITEM SIDEWAK AMP, CONC, 6 INCH (TYPICA A OCATIONS) WEST SOUTH STEET 70 FT - CUB AND GUTTE, EM 70 FT - CUB AND GUTTE, CONC, DET F4 5 SYD - SIDEWAK, EM 80 SFT - SIDEWAK AMP, CONC, 6 inch (TYPE ) 5 FT - DETECTABE WANING SUFACE, DI 60 SFT - SIDEWAK, CONC, 4 inch OED CUB UP TO 8" WHEE SHOWN ON PAN O DIECTED BY ENGINEE. INCUDED IN PAY ITEM SIDEWAK AMP, CONC, 6 INCH (TYPICA A OCATIONS) FT - CUB AND GUTTE, EM 40 FT - CUB AND GUTTE, CONC, DET F4 6 SYD - SIDEWAK, EM 65 SFT - SIDEWAK, CONC, 4 inch 75 SFT - SIDEWAK AMP, CONC, 6 inch (TYPE ) 5 FT - DETECTABE WANING SUFACE, DI 2+00 PAIIE STEET WEST SOUTH STEET EXISTING EEVATION NOTH POPOSED EEVATION POPOSED CONCETE EMOVE CONCETE Addendum /2/ TS Issued For Bids 2/0/ TS Issued For Permits /0/ TS 80 SFT - SIDEWAK AMP, CONC, 6 inch 8 FT - DETECTABE WANING SUFACE HMA SUFACE, EM, 4 inch POPOSED ECONSTUCTION EVISION: FT - CUB AND GUTTE, EM 55 FT - CUB AND GUTTE, CONC, DET F4 8 SYD - SIDEWAK, EM 75 SFT - SIDEWAK, CONC, 4 inch 90 SFT - SIDEWAK, AMP, CONC,6 inch (TYPE D) 0 FT - DETECTABE WANING SUFACE, DI STA 2+2 T TO STA 2+7 T SAWCUT EXISTING CONC SIDEWAK PAD TO POVIDE ' BETWEEN POP SIDEWAK AND BACK OF CUB SEE SIDEWAK DETAI SHEET D ' WHITE STEET WEST SOUTH STEET 5 FT - CUB AND GUTTE, EM 55 FT - CUB AND GUTTE, CONC, DET F4 2 SYD - SIDEWAK, EM 50 SFT - SIDEWAK AMP, CONC, 4 inch 60 SFT - SIDEWAK, AMP, CONC,6 inch (TYPE ) 5 FT - DETECTABE WANING SUFACE, DI ' ' HAND PATCHING 50 SFT - SIDEWAK, CONC, 4 inch 80 SFT - SIDEWAK AMP, CONC, 6 inch 8 FT - DETECTABE WANING SUFACE 5 EA - NEPETA X FAASSENI 'SIX HIS GIANT', #2 CONT. 0 EA - NEPETA X FAASSENI 'SIX HIS GIANT', #2 CONT. 20 FT - CUB AND GUTTE, EM 46 FT - DIVEWAY OPENING, CONC, DET M 20 FT - CUB AND GUTTE, CONC, DET B2 SIDEWAK AMP, CONC, 8 inch AIOAD 50 SFT - SIDEWAK, CONC, 8 inch 270 SFT - SIDEWAK AMP, CONC, 8 inch (THOUGH TUCK DOCK AND OW) 0 FT - DETECTABE WANING SUFACE SYD - DIVEWAY, NONEINF CONC, 6 inch CONTACTO TO SAW CUT AND PACE 2 FOOT TANSITION PATCH ON NOTH SIDE OF SIDEWAK SYD - DIVEWAY, NONEINF CONC, 6 inch 5 FT - CUB AND GUTTE, EM 55 FT - CUB AND GUTTE, CONC, DET F6 80 SFT - SIDEWAK, CONC, 6 inch (THOUGH DIVE APPOACHES) 0 FT - CUB AND GUTTE, EM 0 FT - CUB AND GUTTE, CONC, DET F6 CONTACTO TO SAWCUT, EMOVE AND EPACE 2 FEET OF CONCETE DIVE APPOACH S. JEFFESON STEET EMOVE & EPACE CONCETE CUB & GUTTE DETECTABE WANING SUFACE SIDEWAK ANDING DIECTION OF DAINAGE MATCH EX ANDING WEST SOUTH STEET INTESECTION DETAIS TS WT KFP DWD DAWING INFOMATION: _D 007 davidd F&V POJECT NO. D