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Home My WebLink Aboutscan-4ESTIMATE REFERENCE INFORMATION - — ITEM NO. SPECIFICATION ITEM CODE _ _ -- -- - - - -- - --- - - - - ITEM _ _ _ DESCRIPTION 1 2010-C CLEARING AND GRUBBING ITEM SHALL BE USED FOP CLEARING AND GRUBBING ALL TREES CALLED OUT ON THE REMOVALS SHEET. STUMP REMOVAL SHALL BE - INCLUDED IN THIS ITEM. SUBGRADE IS TO BE SCAP.IFIED. MIXED AND RE -COMPACTED TO A DEPTH OF S" AND TO A WIDTH SPAT LEAST 2' BEHIND EDGE OF 2 2010-G SUBGRADE PREPARATION PAVEMENT. ITEM SHALL INCLUDE PROOF ROLLING OFSUBGRADE. MOISTURE AND DENSITY TESTING SHALL BE CONSIDERED INCIDENTAL - TOTHIS ITEM AND TEST RESULTS SHALL BEPROVIDED TOTHE ENGINEER. AREA OF 4 IN. SUBBASE INCLUDE ALL AREAS OF 6" PAVEMENT. REFER TO TYPICAL SECTIONS FOR DETAILS. MATERIALS SHALL 3 1 2010-1 SUBBASE MODIFIED. 41N. COMPLY WITH GRADATION #14, MODIFIED SUBBASE. IN ACCOP.DAN CE WITH IOWA DOT SPECIFICATION 4123. RECYCLED ASPHA_T OR CONCRETE PAVEMENT WILL NOT BE ALLOWED. COMPACTION OFSUBGRADE SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. ANY UIRED TO ACHIEVE SUBGRADE ELEVATION SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. EXCAVATION REFSLA F 6 IN. SUBBASE SHALL INCLUDE ALL PORTIONS OF THE ROADBED TO BE COVERED BY PAVEMENT OR CURB & GUTTER. PLUS 2 4 2010-I EYOND THE BACK OF CURB. MATERIALS SHALL COMPLY WITH GRADATION #14. MODIFIED SUBBASE, IN ACCORDANCE WITH IOWA SUBBASE. MODIFIED, 6 IN. PECIFICATION 4123 RECYCLED ASPHALT OR CONCRETE PAVEMENT WILL NOT BE ALLOWED. COMPACTION OFSUBGRADE IS PAID THE SUBGRADE PREPARATION ITEM. ANY EXCAVATION REQUIRED TO ACHIEVE SUBGRADE ELEVATION SHALL BE CONSIDERED INCIDENTAL THIS ITEM. 5 1 4020-A-1 _ _ _ STORM SEWER.-RENCHED, HOPE, 6_" _ O MEET THE REQUIREMENTS OFSUDAS 4020-201-L-1. FOLLOW TYPE F-2 TRENCH BEDDINGPER SUDASSW-103 CONNECTION TOEXISTINGMANHOLE OR INTAKE HALL INCLUDE ALL LABOR AND MATERIALS NECESSARYTO CONfJECT TO AN EXISTL 6HDPE r-ION NCLUDEALL MATERIALS NECESSARYTO MAKEA WATER TIGHT CONNECTION. ITEM SHALOL ZINCUDEASRODEN- GUARDNON O PIPE. ETE SHALL BE A C-4 MIX WITH A MINIMUM CMAPRESSIVE STRENGTH OF 4.000 PSI AT 28 DAYS. SLAG IS NOT ALLOWED. CONCRETE G SHALL 6E PROVIDED BYTHE CONTRACTOR AND PAID FOR UNDER THIS ITEM. CONCRETE TESTING FREQUENCY SHALL FOLLOW 7 : 7010-A QUIREMENTS OF DIVISION 7 OF SUDAS STANDARD SPECIFICATIONS. ALL CONCRETE TESTING RESULTS SHALL BE SENT TO THE PAVEMENT. PCC, 5 IN. ENGINEER. ADJUSTMENT OF FIXTURES THAT FALL WITHIN THE PAVEMENT SHALL BE CONSIDERED INCIDENTAL TO TH':S ITEM. THICKENED EDGE CONCRETE SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. ALL TRANSVERSE JOINTS SHALL BE C JOINTS UNLESS OTHER'AISE SPECIFIED. ALL JOINTS SHALL BE SEALED. ANY EXCAVATION REQUIRED TO ACHIEVE FINISHED GRADE SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. CONCRETE SHALL BE A C-4 MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 4.000 PSI AT 28 DAYS. SLAG IS NOT ALLOWED. CONCRETE TESTING SHALL BE PROVIDED BY THE CONTRACTOR AND PAID FOR UNCER THIS ITEM. CONCRETE TESTING FREQU ENCY SHALL FOLLOW THE REQUIREMENTS OF DIVISION-, OFSUDAB STAN CARD SPECIFICATIONS. ALL CONCRETE TESTING RESULTS SHALL BE SENT TO -HE 8 7010-A PAVEMENT, PCC. 5 IN., COLORED ENGINEER. ADJUSTMENT OF FIXTURES THAT FALL WITHIN THE PAVEMENT SHALL BE CONSIDERED INCIDEN-AL TO THIS ITEM. COLOR SHALL 6E FROM INTEGRAL CONCRETE COLOR CHAET A-362. THE CONTRACTOR SHALL SUBMIT A MOCKUP TO THE ENGINEER FOR APPROVAL PRIOR TO POURING ON SITE. THICKENED EDGE CONCRETE SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. ALL TRANSVERSE JOINTS SHALL BE CJOINTS UNLESS OTHERWISE SPECIFIED_ . ALL JOINTS SHALL BE SEALED. ANY EXCAVATION REOU IF=D TO ACHIEVE FINISHED GRADE SHALL EE CONSIDERED: :NCIDENTAL TO THIS ITEM. THIS ITEM SHALL INCLUDE ALL LABOR, EQUIPMENT. AND MATERIALS REQUIRED TO CONSTRUCT 2-6" PCC CURB AND 'UTTER REGARDLESS OF LOCATION AND METHOD OF PLACEMENT. REFER TO PLANSET FOR HEIGHT OF CURB. CONCRETE SHALL BE A C-4 MIX 9 7010-E PCC CURB AND GUTTER, 2-6" WITH A MINIMUM COMPRESSIVE STRENGTH OF4,000 PSI AT 28 D-AYS. SLAG IS NOT ALLOWED. CONCRETE TESTING SHALL BE PROVIDED BY THE CONTRACTOR AND PAID FOR UNDER THIS ITEM. CONCRETE TESTING FREQUENCY SHALL FOLLOW THE REQUIREMENTS OF DIVISION 7 OFSUDAS STANDARD SPECIFICATIONS. ALL CONCRETE TESTING RESULTS SHALL BE SENT TO THE ENGINEER. ALL TRANSVERSE JOINTS SHALL BE C JOINTS UNLESS OTHERWISE SPECIFIED. ALL JOINTS SHALL BE SEALED. SO 7030-G DETECTABLE WARNINGS, CAST IRCN DETECTABLE WARNINGS SHALL BE 2 FOOT MINIMUM IN THE DIRECTION OF PEDESTRIAN TRAVEL AND EXTEND THE FULL WIDTH OFTHE RAMP RUN. DETECTABLE WARNINGS SHALL BE CAST IRON AND RED IN COLOR. DETECTABLE WARNINGS SHALL COMPLY WITH CITY OF WATERLOO S-ANDARDS. ITEM SHALL == USED FOP HMA PATCHES. SURFACE COURSE SHALL BE 1/2" MIX, NO SPECIAL FRICTION REQUIREMENT, TYPE A 11 7040-A FULL DEPTH PATCHES AGGREGATE :`,ITH 60%CPUSIIED PARTICLES. BASE COURSE SHALL BE 3/4" MIX. NO SPECIAL FRICTION REQUIREMENT. AND TYPEA AGGREGATE iTH , 60% CRUSHED PARTICLES. PG 58-28 ASPHALT BINDER AND TACK COATS SHALL 6E CONSIDERED INCIDENTAL TO THIS -YCONTROL ITEM. QUAN_FOR HMA ACCORDING TO SECTION 7020 OF SUDAS STANDARD SPECIFICATIONS S-1ALL BE CONSIDERED INCIDENTAL -3 THIS ITEM. THIS ITEM : -ALL INCLUDE ALL PAVEMENT REMOVAL OIN SITE. REGARDLESS OF MATERIAL TYPE. INCLUDES REMOVING EXISTING PCC 12 7040-I- :: PAVEMENT REMOVAL PAVEMENT STAIRS, HMA PAVEMENT. AND CURB AND GUTTERAS INDICATED ON PLANS. INCLUDES FULL -DEPTH SAW CUT. BREAKING. REMOVING -ND DISPOSAL. MATERIAL REMOVED SHALL BECOME THE PROPERTYOFTHE CONTPAC-OR AND CONTRACTOR SHALL PROCURE _ =CATION TO DISPOSE OF MATERAL. EXISTING PAVEMENT THICKNESS IS ESTIMATED AT XX INCHES. 13 7040-H GRANULAR SURFACE RE','OVAL IN UCES=EMOVALAND DISPCSAL OF EXISTING GRANULAR SURFACEAS INDICATED ON PLAN SHEETS. CONTRACTOR MAY UTILIZE - -- - -- S EXISTING T=ANLLAR SURFACE OR STABILIZED CONSTRUCTION ENTRANCE. CONTRACTOR SHALL P,EMOVE WHAT IS NECESSARY FOR - -. --_. —.---- GRADING-';DSITF�ESTOR.-.-.ON. - 14 7080-G PCC EDGE RESTRAINT. PCC, 12" FLUSH CURE ITEM SHA!_ 6E USEL AS AN EDGE RESTRARJT ALONG CONCRETE UNIT PAVERS. CONCRETE SHALL 3E A C-4 MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 4 000 PSI AT 28 DAYS. ITEM SHALL INCLUDE ALL REINFORCING AS SHOWN ON THE PLAN 15 7080-G PCC EDGE RESTRAINT, PCC, 2' FLUSH CURB ITEM SHEETS. SHALL BE USED AS AN EDGE RESTRAINT ALONG CONCRETE UNIT PAVERS. CONCRETE SHALL 3E A C4 MIX WITH A MINIMUM COMPRESSIVE STRENGTP OF 4,000 PSI AT 28 DAYS. ITEM SHALL INCLUDE ALL REINFORCING AS SI-.OWN ON THE 16 8030�A ITEM PLAN SHEETS, SHALL INCLUDE ALL TE ARYTRAFFIC CONTROL NEEDED TO COMPLETE THE PROJECT. ALL NECESSARY PEDESTRIAN TRAFFIC TEMPORARY TRAFFIC CONTROL CONTROL SHALLEEINCLUC=DAS DART - IZ _ ^- -- --- -- —. TO PLANS OR LOG QUANTIT'f. SIZE A -IONS. ND GENUS ECIES. THIS WORK INCLUDES ALL LABOR. MATERIALS AND — -- REFER TO EQUIPMENT INSTALL TREES AS SHC.'7N IN T-1E PLAN SET. THE CONTRAC _R SHALL TAKE CARE TO INSTALL AND MAINTAIN TREES IN A STRAIGHT 17 9030-E PLANTS WITH WARRANTY. UNDERSTORYTREES [AND UPRIGHT INSTALLATIC', AS DIRECTED BY THE ENGINEER _OCATIONS SHOULD BE STAKED PRIOR TO PLACEMENT AND APPROVED BY THE ENGINEER. ADJUSTME,-S MAYBE NECESSARY. STAKE.' --TREES PER STANDARD DETAIL 9030.102 UTILIZING 3" DIAME-ER '=ORRU WHITE. GAT ED PLASTIC TRFE ,IJARDS FOR ALL TREES- CONT=ACTOR SHALL PROVIDE A 2-YEAR WARRANTY ON AI L TREES INSTALLED NO ACCEPTED BY THE ENGINEER. 18 9030-E PLANTS WITH WARRANTY. GRASSES (1 GAL CONTAIN=R) ==FER TO GLANS FOR LOCATIONS. QUANTITY, SIZE AND GEN -=-SPECIES. LOCATIONS SHOULD BE STAKED PRIOR TO PLACEMENT AND -DROVED BYTHE ENGINESADJUSTMENTS MAYBE NECE2;�RY. CONTRACTOR SHALL PROVIDE A 2-YEAR WARRANTY ON AL_ GRASSES ,STALLED AND ACCEPTED E THE ENGINEER. 19 'I 9030-B PLANTS WITH WARRANT Y, PERENNIALS ==-ER TC FLANS FOR LOCATL'JS. QUANTITYf, SIZE AND GEf. _.=-SPECIES. LOCATIONS SHOULD BE STAKED PP � .OR TO PLACEMENT AND A==ROVE.; 6Y THE ENGINEEF=;DJUST _-- MENTS MAY BE NEG_z�ARY. CONTRACTOR SHALL PROVICEA 2-YEAR WARRANTY ON - PE _NN�:�LSINSTALLEDAND%.CCEPTEDB ByENGtNEE RE==RTC PLANS FOR LOCATIONS, QUANTITY, SIZEAND C_' JS-SPECIES. THIS WORK INCLUDES ALL LABOR. MATERIA_S 20 9030-6 PLANTS WITH WARRANTY.. SHRUBS (5 GAL CONTAINER AND EQUIPMENT TO I"STA__SHRUBS AS SHOV.`J IN THE PLAN. LOCATION _ROULD BE STAKED PRIOR TO PLACEMENTAND APPROVED BYTHE ENGINEER. ADJL'STME"JTS MAYBE NECESSARY. CONTRACTOR SHA__-ROVIDE A 2-YEAR WARRANTY ON ALL SHRUBS INSTALLED AND ACCEPTED 6Y ". THE ENG EER. 21 9040-T-1 _ --._ INLET PROTECTION DEVICE, DROP -IN THIS ITEN' 'ICLUDES. BUT IS NOT LIMITED TO. INSTALLF- 7N, MAINTENANCE, AND REMOVAL OF INLET PROTECTION DEVICE. -- ------ ACCUMI-I SEDIMENT SHALL BE DISPOSED SEAT - OFFSITELOCATION. 22 9060-F TEMPORARYFENCE 6'. CHAINLINK INCLUCEc=URNISHING. INSTALLING. AND REMOVING :STS. FABRIC, TIES. AND FITTINGS. INCLUDES MOVING FENCIfJG THROUGHOUT CONSTF_ 71NG PER PHASING PLAN. ITEM SF=_L INCLUDE ALL LABOR. EQUIPMENT. AND'-TERIALS NECESSARYTO CONSTRUCT CONCRETE STEPS AS SHOWN IN THE PLAN 23 i 9080-A CON CRETESTFEE SET. CC'. CRETE SHALL BE A C-4 MIX WITH A MINIML''' COMPRESSIVE STRENGTH OF 4.000 PSI AT 28 DAYS. SLAG IS NOT ALLOWED. CONCP--E TESTING SHALL BE PROVIDED BY THE CC %-RACTOR AND PAID FOR UNDER THIS ITEM. CONCRETE TESTING FREQUENCY SHALL FOLLC,'. THE REQUIREMENTS OF DIVISION 7 OFSU-'- STANDARD SPECIFICATIONS. ALL CONCRETE TESTING RESULTS SHALL TO TH-=NGINEER. BE SENT ITEM SHALL INCLUDE ALL LABOR AND MATERIALS-CESSARYTO FURNISH AND INSTALL HANDRAIL AS SPECIFIED IN THE PLAN 24 SET. 9080-B HANDRAILS. AS PER PLAN TEM S-ALL INCLUDE POSTS, MOUNTING HARDW/=_. CONCRETE GROUT. AND GALVANIZED ITNISH:.NG. SEE DETAIL FOR ADDIT'ONAL NFOR[NIATION. 25 j 10, 010-4 -M SHALL INCLUDE. BUT 13 NOT LIMITED TO R-''OVAL OFSTREET LIGHT POLES AND FOOTINGS, FLAG POLES AND FOOTINGS. DEMOLITION WORK=-TAINING WALLS. PLANTER BOXES, ANDREM ;LOF ELECTRICAL SIGNS AND FOOTING AS CALLED OUT ON THE REMOVAL SHEETS. -— -- -- - TrE OWNER SHALL RESERVE THE FIRST RIGHT -= REFUSAL ON ALL ITEMS CALLED OUT FOR REMOVAL OR DEMOLITION. — - - —. — — 26 1 11.020-A MOBILIZATION IT 27 : 11,0403 ITS'' SHALL BE USED WHEN TEMPORARYACC-i3 IS TO BE PROVIDED IN A AREA WHERE CONCRETE IS REMOVED AND NOT YET GRANULAR SIDEWALK '.STALLED. REPROVIDE CLASS V LIMESTONE --MPLYING WITH IOWA DOT ARTICLE 4109.02. GRADATION NO. 8. QUANTITY IS ESTIMATED FC= SICCING PURPOSES. 28 11 nqn-a TH = TEM INCLUDES Al I I AROP Pl11 IIPNn Gnr -- - I UINURtI E WASHOUT ALL -AV OPERATIONS OFT PROJECT. - - __.- "- "'•"-""•""`"'��^'iv rmuVIULAINU IVIAIIN IAlIN A UJNCRETE WASHOUT DURING 29 0000-999-A BOLLARD LIGHT. 6" ITEN' SHALL INCLUDE ALL LABOR. MATERIA-- AND EQUIPMENT NECESSARYTO FURNISH AND INSTALL BOLLARD AS SHOWN 30 ON THE PLAT. DETAILS. REFER TO PLAN SHEETS FC= `JSTALLATION LOCATIONS. C000-999-8 BOLLARD 6" ITEM SHALL INCLUDE ALL LABOR, MATERIFS. AND EQUIPMENT NECESSARYTO FURNISH AND INSTALL BOLLARD 31 000 - 0 999C PLAN DETAILS. REFER T - D AS SHOWN ON THE 0 PLAN SHEETS FC- INSTALLATION LOCATIONS. — BOLLARD LIGHT, 12" ITEM SHALL INCLUDEALL LA60R, fAATER-_S. AND EQUIPMENT NECESSARYTO FURNISH AND INSTALL BOLLARD AS PLAN SHOWN DIN THE DETAILS. PEFER TO PLAN SHEETS F- � INSTALLATION LOCATIONS. 32 0000-999-D ITEM SHALL INCLUDE ALL LABOR, MATEF -.LS. AND EQUIPMENT NECESSARY TO FURNISH AND POLE A INSTALL FLAG S SHOWN ON THE SURFACE MOUNT FLAG POLE PLAN SET. ITEM SHALL INCLUDE FLAG PC_E FOOTING AS SHOWN IN THE PLAN DETAILS. FLAG POLE SHALL BE MANUFACTURED BY ELDER FLAG, MGDEL N0. ECSA35 IH. AND BRUS-QED ALUMINUM IN COLOR. REMOVAL OF EXISTING FLAG POLES IS PAID UNDER ITEM. A SEPARATE BID 33 0000-999-E -1 — - -- - BIKE RACK ITEM SHALL INCLUDE ALL LABOR. MATERIALS. AND EQUIPMENT NECESSARYTO FURNISH AND INSTALL BIKE RACK AS SHOWN ON THE 34 0000-999-F --- PLAN SET. REFER TO PLAN DETAILS FC=ADDITIONAL INFORMATION. BIKE RACKSHALL BE SURFACE MOUNTED. TIMBER BENCH ITEM SHALL INCLUDE ALL LA60R MAT=RIALS. AND EQUIPMENT NECESSARYTO FURNISH AND INSTALL TIMBER THBENCH AS SHOWN ON E PLAN SET. REFER TO PLAN DETA_3 FOR ADDITIONAL INFORMATION. TIMBER BENCH SHALL BE SURFACE MOUNTED. 35 0000-999-G BACKLESS 4 SEAT TABLE ITEM SHALL INCLUDE ALL LA60R. MF-ERIALS. AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL BACKLESS 4 SEAT TABLE AS - -- --— SH OWN ON THE PLAN SET. REFER TC ?LAN DETAILS FOR ADDITIONAL INFORMATION. BACKLESS 4 SEAT TABLE SHALL BE - -- -------------. MOUNTED. SURFACE EO I nnral tU LtUAIV I i I ES INFORMATION ITEM NO. ITEM CODE ITEM 1 2010-C CLEARINGANDGRUBBING UNIT EST. QTY. 2 2010-G LS SUBGRADE PREPARATION 1 3 20101 SY SUBBASE, MODIFIED, 41N. _ SY SUBBASE, MODIFIED, 61N. —— SY 495 1825 4 _ 2010 5 4020-A-1 STORM SEWER, TRENCHED, HDPE, 6" 495 6 6D10-G LF CONNECTION TO EXISTING MANHOLE OR INTAKE `ACH 125 7 7010-A PAVEMENT, PCC, 51N. 1 8 7010-A SY PAVEMENT, PCC, S IN., COLORED 1480 9 7010-E SY PCCCURBANDGUTTER,T-6" LF 345 10 7030-G DETECTABLE WARNINGS, CAST IRON 790 11 7040-A SF FULL DEPTH PATCHES 60 12 7040-H SY PAVEMENT REMOVAL 100 13 7D40-H SY GRANUTARSJRFACEREMOVAL 2850 14 7080-G PCC EDGE RESTRAINT, PCC, 12" =LUSH CURB SY 325 15 7080-G LF PCC EDGE RESTRAINT, PCC, T FLUSH CURB 460 16 8030-A LF TEMPORARY TRAFFIC CONTROL 110 17 9030-B LS PLANTS WITH WARRANTY, UNDERSTORYTREES -ACH 1 18 9030-B PLANTS WITH WARRANTY, GRASSES (1GAL CONTAINER) -ACH 5 19 9030-B PLANTS WITH WARRANTY, PERENNIALS 345 20 9030-B =_ACH PLANTS WITH WARRANTY, SHRUBS(SGA-CONTAINER) -ACH 374 21 9040-T-1 INLET PROTECTION DEVICE, DROP -IN 10 22 9060-F ACH TEMPORARY FENCE,6',CHAINLINK 4 23 9080-A _F CONCRETE STEPS 850 24 9080-B SF HANDRAILS, AS PER PLAN 35 25 10,010-A LF DEMOLITION WORK 37 26 11,020-A _S MOBILIZATION _S 1 27 11,040-B TEMPORARY GRANULAR SIDEWALK 1 28 11,050-A CONCRETE WASHOUT SY 100 29 0000-999-A BOLLARD LIGHT, 6" LS -ACH 1 30 0000-999-B BOLLARD6" 40 31 0000-999-C -ACH BOLLARD LIGHT, 12" 6 32 0000-999-D -ACH SURFACE MOUNT FLAGPOLE 6 33 0000-999-E -ACH BIKE RACK 3 34 0000-999-F , TIMBER BENCH -ACH 10-ACH 35 0000-999-G BACKLESS4SEATTABLE 4 36 0000-999-H -ACH BENCH TYPA I-aCH 2 37 0000-999-1 BENCH TYP B 1 38 0000-999-1 -ACH BENCH TYPC 1 39 0000-999-K -ACH BENCH TYP D 1 40 DODO- 999-L ACH LIMESTONE SEATWALL & BLOCKS 1 41 OOM-999-M LITTER =ACH RECEPTACLE 20 42 OOOD_g _ 99 N SIGNS- -ACH FURNISH AND INSTAL- (PLAZA SIGN) 7 43 OOOD-999-0 SIGNS- -ACH FURNISHANDINSTAL_(MEMORIALPEDESTALS) _ACH 3 44 OOCO-999-P SIGNS - FERNISHANDINSTALL(PLAQUE) -ACH 4 45 0000-999-Q SIGNS-REMOVE,SALVAGE, ,NDREINSTALL (WAY FINDING) -ACH 2 1 46 0000-999-R CONCRETE UNIT PAVERS 47 0000-999-5 GRANITE SF PAVERS 4470 48 0000-999-T METAL SF INLAY 194 49 0000-999-U MAINTENANCE LS EDGE SY 1 50 OOOD-999-V SHREDDED HARDWOOD MULCH, (3" DEPTH) 35 51 OGW-999-W PARKING CY METERS- REMOVE, SALVAGE, AND REINSTALL EACH 50 52 0000-999-X WATERPROOF SHEET MEMBRANE 5 53 0000-999 SITE SF ELECTRICAL SF 4530-Y 1 THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. PROJECT CITY OF WATERLOO SULLIVAN BROTHERS PLAZA RENOVATION WATERLOO REVISION SCHEDULE DATE PROJECT NO. 21-25083 FILE NAME 25083 CO -DETAILS DRAWN BY TJB / PRA DESIGNED BY NSG / TUB / PRA REVIEWED BY NSG / TGV ORIGINAL ISSUE DATE 08/10/21 CLIENT PROJECT NO TITLE ESTIMATE IOWA REFERENCE AND ESTIMATED QUANTITIES SHEET C0=21 III