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Home My WebLink AboutWaterloo Water Works 2026 Heartland Hills Area Phase 4 Plans Water Main Replacment Construction Plans for Bidding 052926SOUTH DAKOTA Sioux an OMAHA NEBRASKA v Construction Plans for the 2026 Phase 4 s 3 a WATERLOO Heartland Hills Area Water Main Replacement 0p MINNESOTA wlscoNsiN Waterloo Water Works, Waterloo, Iowa � � N mm 35 W on cc WBaWE 20 e 20 THE CURRENT EDITION OF THE IOWA URBAN STANDARD SPECIFICATIONS Index of Sheets N a� CEDAR RAPIDS FOR PUBLIC IMPROVEMENTS (SUDAS) TOGETHER WITH THESE PLANS AND co , °�"°" e0 THE CONTRACT DOCUMENTS SHALL APPLY TO ALL WORK PERFORMED 1. Title Sheet oIi C bAVEHPasr ON THIS PROJECT. 2. General Notes Cd a� ®WA 63 3.-5. Estimated Quantities Bid Reference Notes Z) C rry ILLINOIS and 6. Overall Plan jv MISSOURI 7. Plan and Profile Edgewood Dr. North Segment :) g, Plan and Profile Edgewood Dr. Middle/North Segment C j � ° n L a o. UN, �Rslrr g Plan and Profile Edgewood Dr. Middle/South Segment a�E 10 Plan and Profile Edgewood Dr. South Segment 11 Plan and Profile Ingersoll Rd. West Segment. 12 Plan and Profile Ingersoll Rd. Middle Segment. 3 13. Plan and Profile Ingersoll Rd. South Segment. 14_ Plan and Profile Valdez Dr. 15. Plan and Profile Huntington Rd. West Segmentw 16 Plan and Profile Huntington Rd. Middle West Segment o o a 17, Plan and Profile Huntington Rd. Middle Segment a 18. Plan and Profile Huntington Rd. East Segment E } 19. Plan and Profile Katoski Rd. South Segment x zo c� 20. Plan and Profile Katoski Rd. Middle Segment W 21. Plan and Profile Katoski Rd. North Segment �I m 22.-23. Water Services 0 24.-29. Details a n " 30. Erosion Control Plan � If1 o a w o N n < SAGER AVE l SAGER AVE 3 m r � C MARK D y d = M y m o n n 0 Z C,n n Z Ln Z JIL I R L ➢ Ln n z z o m 7 W R """ 4 CENTRAL MIDDLE SCHOOL x MATRO RD Base Bid MONTEREY Project 'N��SOIL Location ASPEN DR 11 w Alternate A Q m Project t U) 0 �. Location ` a v HUNTINGTON R❑ Project Location Map '1 ' I(ilow w11ert's below Cnll before yotf riiy. ;1 f Certification i hereby certify that this engineering document was prepared by me or under rry direct personal supervision and that I am a duly Licensed Professional }C�nSe� 77? 9408 Engineer under the laws of the State of Iowa. s f Iowa 'A ^� Signature. � fi: William J. Claossen, P. �lA Qt4 '+ �'&Y a�% Date: 20License No. 9408 r4T�r� CS,sk S 'o�� rv+� My license renewal date is December 31, 2027 Pages or sheets covered by this seal: r y.r C E cis L0 0 (o C 0 N L lZ o� O C L1 �Q� o = ,� 00 U23P snee 1 4576 THE "ENGINEER" AS INDICATED ON THESE PLANS, SPECIAL PROVISIONS AND OR PAYMENT WILL BE MADE FOR THIS. CONTRACT DOCUMENTS IS DEFINED AS: WAYNE CLAASSEN ENGINEERING AND SURVEYING, INC. 2705 UNIVERSITY AVENUE (P.O. BOX 898) WATERLOO,IOWA 50704 TELEPHONE: (319) 235-5294 FAX: (319) 235-0028 DIVISIONS 3, 5, B, 9 AND 110 OF THE CURRENT EDITION OF THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) SHALL APPLY TO ALL WORK ON THIS PROJECT. SEE CONTRACT DOCUMENTS FOR ADDITIONAL REQUIREMENTS. PLANS INCLUDED IN THE PROJECT ARE FOR THE PURPOSE OF ALIGNMENT, LOCATION AND SPECIFIC DIRECTIONS FOR THE WORK TO BE PERFORMED UNDER THE CONTRACT. IRRELEVANT DATA ON THESE SHEETS IS NOT TO BE CONSIDERED A PART OF THIS CONTRACT. THE PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK BETWEEN ALL EQUIPMENT SUPPLIERS, CRAFTS AND SUBCONTRACTORS INVOLVED IN THE PROJECT INCLUDING STAGING OF CONSTRUCTION AND CONSTRUCTION DETAILS. THE PRIME CONTRACTOR SHALL INSURE ALL REQUIRED BARRICADES, FENCING, DELINEATORS, AND SUCH ADDITIONAL SAFEGUARDS, SAFETY DEVICES AND PROTECTIVE EQUIPMENT ARE ERECTED AND MAINTAINED, AND TAKE SUCH ACTIONS AS ARE REASONABLY NECESSARY TO PROTECT THE LIFE AND HEALTH OF HIS EMPLOYEES, SUBCONTRACTORS AND THE PUBLIC IN THE VICINITY OF ALL CONSTRUCTION WORK ZONES. ALL ABOVE REFERENCED TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH PART A OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), CURRENT EDITION. ALL OBSTRUCTIONS TO THE WORK REMOVED BY THE CONTRACTOR TO FACILITATE CONSTRUCTION WHICH ARE NOT SHOWN FOR REMOVAL, OR ORDERED BY THE ENGINEER, SHALL BE REPLACED WITH EQUAL OR BETTER MATERIALS AS APPROVED BY THE PROJECT ENGINEER. THE LOCATION OF ALL KNOWN EXISTING UTILITIES AND SEWERS INDICATED ON THESE PLANS ARE TAKEN FROM EXISTING RECORDS AND ARE NOT GUARANTEED BY THE OWNER OR THE ENGINEER; THEREFORE, THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THE CONTRACTOR SHALL CONFIRM THE EXACT LOCATIONS AND ELEVATIONS OF THESE AND OTHER FACILITIES THAT MAY EXIST BUT ARE NOT SHOWN ON THE PLANS PRIOR TO SUBMITTING BIDS. THE CONTRACTOR SHALL EXPOSE UTILITIES AND SEWERS NOTED ON THE PLANS, AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS SO THE EXACT LOCATIONS AND ELEVATIONS MAY BE DETERMINED. NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK, UNLESS NOTED IN SPECIFIC ITEM REFERENCE DATA, AND SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK_ THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE UTILITIES AND/OR CITY DEPARTMENTS A MINIMUM OF FORTY—EIGHT (48) WORKING HOURS IN ADVANCE OF COMMENCING WORK ON THE PROJECT AND TO THEREAFTER COORDINATE NECESSARY ADJUSTMENTS AND/OR RELOCATIONS SO AS TO ELIMINATE DELAYS AND SERVICE INTERRUPTIONS. THE CONTRACTOR SHALL NOT BE COMPENSATED FOR DELAYS AND/OR EXTRA COSTS DUE TO CONFLICTS WITH ANY U11LITIES OR SEWER FACILITY UNLESS OTHERWISE NOTED. UILITY LOCATES--IOWA ONE CALL 800-292-8989 GAS—MIDAMERICAN ENERGY COMPANY 800-292-8989 ELECTRIC—MIDAMERICAN ENERGY COMPANY BOO-292-8989 PHONE —CENTURY LINK 800-833-0825 CABLE—MEDIACOM 800-292—B989 SEWER —CITY OF WATERLOO 319-291-4553 WATER —WATERLOO WATER WORKS 319-232-6280 ROADS —STREETS CITY OF WATERLOO 319-291-4267 THE CONTRACTOR SHALL NOTE THAT EXISTING WATER, SEWERS, GAS, TELEPHONE, PROVISIONS AND ELECTRIC, ELECTRONIC AND OTHER, PUBLIC AND PRIVATE, UTILITIES, SERVICES AND CONNECTIONS FROM THESE UTILITIES MAY EXIST WITHIN OR ADJACENT TO THE WORK AREA. SPECIAL PRECAUTIONS MUST BE USED WHEN WORKING AROUND SAID UTILITIES, SERVICES AND CONNECTIONS. PRIOR TO OPENING AN EXCAVATION, THE CONTRACTOR SHALL DETERMINE WHETHER PUBLIC OR PRIVATE UNDERGROUND INSTALLATIONS; I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF 50, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATIONS OF SUCH AN INSTALLATION, THE EXACT LOCATIONS SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING AND, WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. THE ENGINEER SHALL FURNISH THE REQUIRED STAKES AND BENCH MARKS FOR THIS WORK IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL MAINTAIN ALL STAKES AND REPORT ANY DAMAGE TO THE ENGINEER_ THE CONTRACTOR SHALL VERIFY ALL GRADES, LINES, LEVELS AND DIMENSIONS AS SHOWN ON THE DRAWINGS, AND HE SHALL REPORT ANY ERRORS OR INCONSISTENCIES TO THE ENGINEER PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST TWO (2) WORKING DAYS PRIOR TO THE NEED FOR THE SURVEY STAKES AND BENCH MARKS. IF ANY SURVEY STAKES OR BENCH MARKS ARE CARELESSLY OR WILLFULLY DESTROYED OR DISTURBED BY THE CONTRACTOR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MISTAKES THAT MAY BE CAUSED BY THEIR LOSS OR DISTURBANCE, AND SHALL BE CHARGED FOR THE COST OF REPLACING THEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ITEMS NOT SPECIFIED FOR REMOVAL, RECONSTRUCTION, OR DEMOLITION. ALL AREAS INCLUDING BUT NOT LIMITED TO ROADWAYS, DRIVES, STRUCTURES, LAWNS, CROP LAND, AND PARKING AREAS OUTSIDE THE PROJECT SCOPE OR CONSTRUCTION LIMITS WHICH ARE DAMAGED BY THE CONTRACTOR'S OPERATIONS DURING CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR, AS APPROVED BY THE PROJECT ENGINEER, NO SEPARATE PAYMENT SHALL BE MADE FOR SAID WORK AND IT SHALL BE CONSIDERED INCIDENTAL TO OTHER APPLICABLE WORK. CONTRACTORS WISHING TO MAKE SUBSURFACE EXPLORATIONS PRIOR TO SUBMITTING BIDS ON THE PROJECT SHALL CONTACT THE PROJECT ENGINEER TO MAKE NECESSARY ARRANGEMENTS PRIOR TO CONDUCTING SAID INVESTIGATIONS. THE CONTRACTOR SHALL NOT DISTURB DESIRABLE GRASS AREAS AND DESIRABLE TREES WITHIN OR OUTSIDE THE CONSTRUCTION LIMITS, THE CONTRACTOR WILL NOT BE PERMITTED TO PARK OR SERVICE VEHICLES AND EQUIPMENT OR USE THESE AREAS FOR STORAGE OF MATERIALS. STORAGE, PARKING AND SERVICE AREAS WILL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. BOND, MAINTENANCE, 2—YEAR: CONTRACTOR SHALL GUARANTEE THE MAINTENANCE OF THE IMPROVEMENTS TO THE WATERLOO WATER WORKS FOR A PERIOD OF TWO (2) YEARS AFTER COMPLETION OF SAID IMPROVEMENTS AND ACCEPTANCE BY THE WATERLOO WATER WORKS. SAID BOND TO BE OF A FORM THAT IS ACCEPTABLE TO THE WATERLOO WATER WORKS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, CERTIFICATIONS AND CUT SHEETS ON ALL MATERIALS TO BE INCORPORATED INTO THE PROJECT, PRIOR TO ORDERING SUCH MATERIALS. V n C n THE CONTRACTOR SHALL APPLY NECESSARY MOISTURE TO THE CONSTRUCTION ° AREA AND HAUL ROADS TO PREVENT THE SPREAD OF DUST. REFER TO ARTICLE °o 1107.07 OF THE IOWA D.O.T. STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. `o NO PAYMENT WILL BE MADE FOR THIS ITEM. IT SHALL BE CONSIDERED INCIDENTAL m TO OTHER APPLICABLE ITEMS. o CONTRACTOR IS TO USE DUE CAUTION IN WORKING OVER AND AROUND ALL TILE LINES. BREAKS IN THE LINE DUE TO THE CONTRACTOR'S CARELESSNESS ARE TO BE C m r REPLACED AT HIS/HER EXPENSE WITHOUT COST TO THE OWNER. EXISTING TILE W °f LINES THAT MUST BE CUT FOR INSTALLATION OF SEWER OR WATER LINES WILL BE m°Op� REPLACED AS DIRECTED BY THE OWNER'S REPRESENTATIVE AT THE OWNER'S o a EXPENSE AS PER THE APPLICABLE BID ITEM_ a THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, FOR CITY OF WATERLOO m'm APPROVAL, ALL ROUTES OF HAUL OF MATERIALS TO THE PROJECT SITE. ROUTES OF ' N HAUL WILL BE LIMITED TO THOSE ROUTES WHICH ARE APPROVED BY THE CITY OF a WATERLOO.zz U C N .� y THE CONTRACTOR SHALL STRIP, SALVAGE AND SEPARATELY STOCKPILE THE TOP 6" C OF TOPSOIL FROM ALL EXCAVATIONS FOR SUBSEQUENT RE —SPREADING OVER o EXCAVATION AREAS. SAID RE —SPREADING SHALL BE TO A UNIFORM THICKNESS L_ 1 a o FREE OF ROOTS, ROCK AND DEBRIS. THE CONTRACTOR SHALL RESTORE ALL , = DISTURBED AREAS TO PRE —CONSTRUCTION CONDITIONS. THE CONTRACTOR SHALL `� BACKFILL ALL SUBSOIL EXCAVATIONS WITH SUITABLE EXCAVATION MATERIALS FROM THE TRENCH EXCAVATION. SAID SUBSOIL BACKFILL SHALL BE PLACED IN MAXIMUM ` 9" LOOSE THICKNESS LIFTS AND SHALL BE MECHANICALLY BACKFILLED TO 95% OF L THE MATERIAL'S STANDARD PROCTOR DENSITY AT —2 TO +4 % OF ITS OPTIMUM MOISTURE. THERE SHALL BE NO SEPARATE PAYMENT FOR THIS WORK. EROSION CONTROL DEVICES DISTURBED BY CONSTRUCTION OR OTHER ACTIVITIES ON THE SITE SHALL BE REPLACED AT NO COST TO THIS CONTRACT. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL FENCING TO PREVENT THE TRANSPORT OF SEDIMENT OFF —SITE AT NO ADDITIONAL COST TO THIS CONTRACT. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL DEVICES WITHIN 48 HOURS OF THE TIME FIRST INSTRUCTED BY THE ENGINEER. THE CONTRACTOR SHALL COMPLETE THIS PROJECT IN A MANNER THAT DOES NOT ALLOW SILT OR SEDIMENT TO LEAVE THE WORK AREA. z o rc x w o THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTING GROUNDWATER CONDITIONS AT THE PROJECT. SURFACE WATER AND GROUNDWATER IS PRESENT IN THE WORK AREA AND WILL AFFECT WORKING CONDITIONS AT THE SITE. THE CONTRACTOR IS REQUIRED TO PROVIDE AND USE ALL NECESSARY MATERIALS, a EQUIPMENT AND LABOR NECESSARY TO COMPLETE ALL PORTIONS OF THE PROJECT AS PER THE PLANS AND SPECIFICATIONS AT NO ADDITIONAL COST ATTRIBUTABLE TO SURFACE WATER OR GROUNDWATER. $ d d EACH CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF HIS/HER WORKERS, HIS/HER SUBCONTRACTOR'S AND THE PUBLIC. O C E � N cc 3 THE CONTRACTOR SHALL COORDINATE HIS/HER WORK ON THIS D 0 PROJECT WITH THE CITY OF WATERLOO'S CONTRACTOR THAT WILL cc 6 BE RECONSTRUCTING HUNTINGTON RD. AND CONSTRUCTING NEW (D .0 p CV ROUNDABOUTS ALONG KATOSKI DRIVE AT GREENHILL RD., DOWNING AVE., HUNTINGTON RD. AND THE HIGH SCHOOL ENTRANCE ROAD. NI m � L yr wi 0 L cb 0 C � Q � LL co N w _ 0 O = p v -p Z O W co O cd N U2�::C3 snee 2 Base Bid Bid Reference Notes 001, MOBILIZATION ITEM INCLUDES MOBILIZING ALL EQUIPMENT, LABOR AND MATERIALS TO THE SITE FOR ALL ASPECTS OF THE PROJECT, IRREGAR➢LESS OF HOW MANY MOBILIZATIONS ARE NECESSARY TO COMPLETE THE PROJECT. 002. SEED -FERTILIZE, AND MULCH (IDOT URBAN MIX) BY HYDROSEEDING BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, SEED, FERTILIZING, MULCHING AND OTHER ITEMS NEEDED FOR COMPLETION IN CONFORMANCE WITH ARTICLE 2601 OF THE IDOT STANDARD SPECIFICATIONS. ITEM IS TO BE COMPLETED BY HYDRO -SEEDING. ALL DISTURBED AREAS EXCEPT FOR PAVED AREAS ARE INCLUDED IN THIS ITEM. ITEM TO BE COMPLETED WITHIN 21 CALENDAR DAYS AFTER NEW WATER SERVICES AND REPACEMENT PAVING HAS BEEN COMPLETED. 003. 9' DIA-STRAW FILLED WATTLES 004. INLET PROTECTION. SUDAS 9040 ONLY ITEMS INSTALLED AND MAINTAINED AND MEASURED FOR PAYMENT FOR EROSION CONTROL AT BACK OF CURBS, EDGES OF PAVEMENT AND ALONG DRAINAGE WAYS AND FOR INLET PROTECTION, AS SHOWN IN THESE PLANS, WILL BE MEASURED FOR PAYMENT BY THE WWW. ITEMS INSTALLED FOR EROSION CONTROL AT EXCAVATION STOCKPILE AREAS ARE SOLELY THE CONTRACTOR'S RESPONSIBIIJTY AND WILL NOT BE PAID FOR BY THE WWW. SAID WORK SHALL BE INCIDENTAL TO THE THE CONTRACT AND SHALL NOT BE PAID FOR BY THE WWW. ALL OF SAID WORK SHALL BE INSTALLED WITHIN 24 HOURS OF THE TIME FIRST INSTRUCTED BY THE OWNER'S REPRESENTATIVE. DO5. TRAFFIC CONTROL BID PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT, FLAGGERS, SIGNS, BARRICADES AND APPURTENANT ITEMS NEEDED FOR TRAFFIC CONTROL, THE I.D.O.T. CURRENT SPECIFICATIONS SHALL APPLY TO ALL TRAFFIC CONTROL. PAY WILL BE BY LUMP SUM PAYMENT FOR EVERYTHING NEEDED TO CARRY OUT TRAFFIC CONTROL ON THIS PROJECT. THE CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR THE SAFETY AND PROPER TRAFFIC CONTROL WITHOUT FURTHER DIRECTION FROM THE ENGINEER OR INSPECTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SIGNS AND FLASHERS THROUGHOUT THE ENTIRE TIME THEY ARE IN PLACE. CONTRATOR'S WORK SHALL BE COMPLETED IN A MANNER THAT DOES NOT CLOSE STREETS COMPLETELY TO TRAFFIC, WITHOUT PRIOR WRITTEN APPROVAL AND 24 HOUR NOTICE TO ALL AFFECTED RESIDENTS, ALL EQUIPMENT WITHIN ROADWAY AREAS SHALL BE REMOVED AND ALL EXCAVATIONS WITHIN ROADWAY SECTIONS SHALL BE BACKFILLED TO SAFELY ALLOW THRU TRAFFIC BETWEEN 1 HOUR BEFORE SUNSET AND ONE HOUR AFTER SUNRISE EVERY DAY. CONTRACTOR SHALL SUBMIT HIS/HER PROPOSED TRAFFIC CONTROL PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO THE PRE -CONSTRUCTION CONFERENCE. 006. MAINTENANCE BOND, 2-YEAR ITEM INCLUDES PROVIDING A TWO-YEAR MAINTENANCE BOND TO THE WATERLOO WATER WORKS FOR ALL WORK PERFORMED BY THE CONTRACTOR AND HIS/HER SUBCONTRACTORS ON THIS PROJECT, SAID BOND SHALL BE OF A FORM THAT IS ACCEPTABLE TO THE WATERLOO WATER WORKS. SAID TWO YEAR PERIOD SHALL BEGIN AFTER THE PROJECT IMPROVEMENTS ARE ACCEPTED BY THE WATERLOO WATER WORKS. 401. HDD #1 WATER MAIN. C900 ❑R15 PVC. 8-INCH DIRECTIONALLY DRILLED 402. HDD 42 WATER MAIN. C900 DRIB PVC, 8-INCH DIRECTIONALLY DRILLED 403. HDD #3 WATER MAIN. C900 DR18 PVC. 8-INCH DIRECTIONAI I Y DRII I FI1 404. HOD J4 WAIER MAIN. C900-DR18 PVC-fl-INCH DIRECTIONALLY DRILLED 405. HDD 0 WAS MAIN, C900 DR18 PVC, 5-INCH CARRIER PIPE IN 12-INCH DR18 C900 PVC CASING PIPE 406. HUD 0 WATER M61N C9QO DRI a PM 8-IMCH 407. HDD 02 WATER MAIN, C9DO DR18 PVC, 12-INCH CARRIER PIPE IN 16-INCH DR18 C900 PVC CASING PIPE 408. HDD im WATER MAIN. C900 DR18 PVC. 12-INCH DIRECTIONALLY DRILLED 409. HDD o WATER MAIN. C900 DRIB PVC. 12-INCH DIRECTIONALLY DRILLED 410. HUD #10 WATER MAIN. C900 DRIB PVC. 16-INCH DIRECTIONALLY DRILLED BID PRICE SHA1,L INCLUDE ALL MATERIALS AND EQUIPMENT NECESSARY TO INSTALL DR 18 AWWA C-900/RJ RESTRAINED JOINT PVC WATER MAIN BY DIRECIONAL DRILLING OF THE SIZE NOTED IN THE PLANS_ PIPE SHALL BE CERTA-LOK BY CERTAINTEED OR APPROVED EQUAL WITH STANDARD STYRENE BUTADIENE RUBBER GASKETS. ITEM INCLUDES TWO COPPERHEAD COPPER CLAD STEEL OR APPROVED EQUAL TRACING WIRES. BID PRICE INCLUDES ALL WATER MAIN HDDS ON THE PARTICULAR STREET AS INDICATED ON THE PLANS AND/OR AS MAY BE NECESSARY TO CDMPLETELY INSTALL THE NEW WATER MAIN ON THE PARTICULAR STREET. DRILLING FLUIDS SHALL BE CONTAINED TEMPORARILY WITHIN THE STREET RIGHT-OF-WAY, COLLECTED AND HAULED OFF -SITE TO AN APPROVED DISPOSAL AREA AT NO ADDITIONAL COST TO THE WATER WORKS. ITEM INCLUDES BACTERIOLOGICAL, PRESSURE, AND LEAKAGE TESTING AND ALL OTHER ITEMS NECESSARY TO COMPLETE THIS CONSTRUCTION AND TO PROVIDE A PROPERLY OPERATING WATER MAIN. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR TESTING THE WATER MAIN. THIS SHALL INCLUDE RESTRAINED JOINTS ON PIPE AND FITTINGS AT DEADENDS, PLUGS. PIPE AND CORP STOPS OF SUFFICIENT SIZE FOR FLUSHING AFTER TESTING. ALL TESTS SHALL BE CONSIDERED INCIDENTAL TO WATER MAIN CONSTRUCTION. WATER MAIN TO BE DISINFECTED, FLUSHED AND TESTED FOR BACTERIA AND CHLORINE PR}OR TO HYDROSTATIC TESTING. TWO CONSECUTIVE BACTERIOLOGICAL TESTS MUST PASS AT 24 HOUR MINIMUM INTERVALS TO BE ACCEPTED AS PASSING, PRESSURE TEST SHALL BE 1 1/2 TIMES NORMAL WORKING PRESSURE, BUT NOT LESS THAN 150 P.S.I. ALL SECTIONS OF AWWA STANDARD 651 SHALL APPLY, INCLUDING SECTION 4.6, WHICH IS NOT OPTIONAL NEW WATER MAIN SHALL BE ISOLATED FROM THE EXISTING WATER MAIN UNTIL ACCEPTANCE OF THE PRESSURE, LFAK AND BACTERIOLOGICAL TESTING OF EACH SEGMENT OF NEW MAIN. ITEM INCLUDES SHOCK DISINFECTING THE EXISTING HYDRANTS AND PIPING TO BE RE -LOCATED WITH CONCENTRATED SOLUTIONS AS PER AWWA C651, SEC.4.7, INCLUDING SEC. 4.7.4 AND SEC 4.7.5. 401. HOD 11 WATER MAIN, C900 DR18 PVC_ 8-INCH DIRECTIONALLY ORII I ED (QQNTNUED) 402. HDD 12 WATER MAIN, C900 OR18 PVC. 8-INCH DIRECTIONAI I Y nRI I ED (CONTNUED) 403. HDO #3 WATER MAIN, C900 DR18 PVC_ 8-INCH DIRFCTi ;NAI I Y nRl,W m (GONTNUED) 404. HDD 14 WATER MAIN, C900 DR18 PVC_ B-INCH DIRLUONALLY DRILLED (CONTNUED) 405- - - CASING_ PIPE (CONTINUED) 406- HOD J6 WAIER MAIN.0900 DR18 Y S-INCH DIREC71ONALLY DRILLED (CONTNUED 407_ HDD A7 WATER MAIN. C900 DR18 PVC_ 17-INCH CARRIER PIPE IN 16-INCH DR1A C900 PVC CASING PIPE (CONTNUEDI 408. HOD ja WATER MAIN- rgoo ogl8 pvc. 12-11 pIgEcTIDNALLy DRILLED rcoNTquED� 409. HDD g9__WAILH MAIN. C900 DR18 PVC, 12-INCH DIRECTIONALLY DRILLED (CONTNUED) 410. HDD_ y10 WATER MAIN, C900 DR18 PVC, 16-INCH DIRECTIONALLY DRILLED (CONTNUED) WATER FOR FILLING, FLUSHING AND TESTING WATER MAINS SHALL BE FURNISHED BY THE WATERLOO WATER WORKS AT NO COST TO THE CONTRACTOR UNLESS THE NEW WATER MAIN DOES NOT PASS TESTING ON THE FIRST TRIAL. IF THE WATER MAIN DOES NOT PASS TESTING ON THE FIRST TRIAL, THE ADDITIONAL WATER THAT IS NECESSARY FOR SUBSEQUENT ADDITIONAL DISINFECTION, FLUSHING AND/OR TESTING SHALL BE MEASURED BY THE WATERLOO WATER WORKS AND PAID TO THE WATERLOO WATER WORKS AT ITS NORMAL RATE. THE FLOW RATES AT WHICH WATER IS FURNISHED SHALL BE CONTROLLED BY THE WATERLOO WATER WORKS. THE CONTRACTOR SHALL FURNISH SATISFACTORY BACKFLOW PREVENTION DEVICES, HOSES AND ALL OTHER MATERIALS, EQUIPMENT AND LABOR NECESSARY TO COMPLETE SAID FILL€NG, FLUSHING AND TESTING AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES BY POTHOLING WITH NO OPEN EXCAVATIONS AND SHALL AVOID ALL EXISTING UTILITIES, SEVER AND WATER SERVICES AND SHALL COMPLETE THIS ITEM IN A MANNER THAT DOES NOT DISTURB SAID ITEMS, ITEM INCLUDES RESTORING THE BORE HOLES AT THE BORE ENTRY AND EXIT LOCATIONS SUCH THAT OPEN HOLES ARE NOT LEFT AHEAD OF AND BEHIND THE WATER MAIN TIE-IN LOCATIONS. HOD PIPE SHALL BE REMOVED TO A MINIMUM OF 4' VERTICAL DEPTH BELOW EXISTING GRADE AT THE BORE EXIT AND ENTRY POINTS AND THE REMAINING UNDERGROUND HDD PIPE FROM SAID REMOVAL DEPTH TO THE WATER MAIN TIE-IN LOCATIONS SHALL BE FILLED WITH CELLULAR CONCRETE. ITEM INCLUDES BACKFILLING ALL OPEN EXCAVATIONS WITH SUITABLE MATERIALS TO A MINIMUM OF 95% OF THE MATERIALS OPTIMUM DENSITY AT -2 TO +4% OF ITS OPTIMUM MOISTURE. ITEM INCLUDES RESTORATION OF ALL DISTURBED AREAS TO PRE -CONSTRUCTION CONDITIONS AFTER TIE-INS ARE COMPLETED. FURNISHING, TRANSPORTING AND INSTALLATION OF A 6" (MINIMUM) THICKNESS OF TOPSOIL AT ALL DISTURBED AREAS THAT ARE NOT ROCKED OR PAVED IS INCIDENTAL TO THIS ITEM. SAID TOPSOIL MATERIAL SHALL BE PRE -APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO ITS USE ON THIS PROJECT. THE CONTRACTOR SHALL LOCATE AND MARK THE DRILL -OUT BORE PATH CENTERLINE LOCATION WITH TILE FLAGS IMMEDIATELY AFTER OR DURING THE BORE -OUT. SAID FLAGS SHALL BE SET AT A MAXIMUM SPACING OF 25' AND SHALL BE MARKED WITH THE DEPTH OF THE DRILL PIPE. 411. CONNECTION OF NEW B" DIA. PVC WA TER MAIN 412, CONNECTION OF NEW 8" DIA. PVC WATER MAIN TO EXISTING 8' PVC WATER MAIN 413. CONNECTION OF NEW 8" DIA. PVC WATER MAIN TO NEW 12" JPVg WATER MAIN 414. COrNECTION OF NEW 12" DIA, PVC WATER MAIN TO NEW 16" PVC WATER MAIN 415. CONNECTION OF NEW 12" DIA. PVC WATER MAIN TO EXISTING 12" C.I.P./D.I.P. WATER MAIN BID PRICE SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, EXCAVATION, COMPACTION, CLEANING, SHOCK DISINFECTION, HOLDING SPOOLS, RESTRAINED COUPLINGS, MECHANICAL THRUST RESTRAINTS, POURED P.C. CONCRETE THRUST RESTRAINTS AND OTHER ITEMS AND WORK, AND APPURTENANT ITEMS NEEDED FOR CONNECTING THE NEW WATER MAIN TO OTHER NEW WATER MAIN AND TO THE EXISTING CAST IRON AND DUCTILE ]ROM PIPE WATER MAINS THAT IS NOT PAID FOR SEPARATELY UNDER OTHER BID ITEMS. 'LAYING DOWN" DIRECTIONALLY DRILLED PIPE AT BORE ENTRIES AND EXITS TO CONNECT TO NEW AND EXISTING WATER MAINS IS INCLUDED IN THESE ITEMS AND WILL NOT BE PAID FOR AS SEPARATE WORK. 416, WATER MAIN C900 D 1B PVC Y TRENCHED 417. WATER MAIN B" DIA., D.I.P.. BY TRENCHED EXCAVATION 418. WAR MAIN 12" DIA., C900 DR18 PVC, BY TRENCHED EXCAVATION 419. WATER MAIN 16' DIA., C900 DR18 PVC. BY TRENCHED EXCAVATION BID PRICE SHALL INCLUDE ALL MATERIALS AND EQUIPMENT NECESSARY TO INSTALL NEW C-900/RJ PVC OR 18 AND CL 52 DUCTILE IRON PIPE (D.I.P.) WATER MAIN OF THE VARIOUS SIZES NOTED AS SHOWN ON THESE PLANS BY CONVENTIONAL, OPEN TRENCH CONSTRUCTION METHODS. PVC PIPE SHALL BE CERTA-LOK BY OR APPROVED EQUAL WITH RESTRAINED JOINTS. D.I.P. SHALL HAVE NITRILE GASKETS. ITEMS INCLUDE TWO COPPERHEAD COPPER CLAD STEEL OR APPROVED EQUAL TRACING WIRES. PVC PIPE SHALL INCLUDE CLASS 1 BEDDING FROM 4" BELOW THE PIPE TO 12' ABOVE THE PIPE D.I.P. SHALL BE WRAPPED IN APPROVED POLYETHELENEE SHEETING. ALL OPEN TRENCHES SHALL BE BACKFILLED AND COMPACTED WITH UITABLE TRENCH EXCAVTION MATERIALS IN 9' MAXIMUM LOOSE THICKNESS LIFTS TO A MINIMUM OF 95% OF THE BACALL'S MAXIMUM DENSITY AT -2 TO = 37 OF OVS OPTIMUM MOISTURE. ITEM INCLUDES BACTERIOLOGICAL, PRESSURE, AND LEAKAGE TESTING AND ALL OTHER ITEMS NECESSARY TO COMPLETE THIS CONSTRUCTION AND TO PROVIDE A PROPERLY OPERATING WATER MAIN. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR TESTING THE WATER MAIN. THIS SHALL INCLUDE RESTRAINED JOINTS ON PIPE AND FITTINGS AT DEADENDS, PLUGS, PIPE AND CORP STOPS OF SUFFICIENT SIZE FOR FLUSHING AFTER TESTING. ALL TESTS SHALL BE CONSIDERED INCIDENTAL TO WATER MAIN CONSTRUCTION. ITEM INCLUDES SHOCK DISINFECTING THE EXISTING HYDRANTS AND PIPING TO BE RE -LOCATED WITH CONCENTRATED SOLUTIONS AS PER AWWA C651, SEC.4.7, INCLUDING SEC. 4.7.4 AND SEC 4.7.5. Base Bid Estimated Project Quantities EARTHWORK. EROSION CONTROL AND MISCELLANEOUS ITEM NO. DESCRIPTION UNITS EST. QTY. ASBUILT QTY 001. MOBILIZATION LUMP SUM 1 002. SEED, FERTILIZE, AND MULCH (IDOT URBAN MIX) BY HYDROSEEDING ACRES 1 003. 9" DIA., STRAW FILLED WATTLES LF- 2,175 004. INLET PROTECTION, SUDAS 9040 EACH 24 005. TRAFFIC CONTROL LUMP SUM LUMP SUM 006. MAINTENANCE BOND, 2-YEAR LUMP SUM LUMP SUM WATER CONSTRUCTION ITEM NO. DESCRIPTION UNITS EST. QTY. 401. HOD 01 WATER MAIN, C9Q0 DR18 PVC, 8-INCH DIRECTIONALLY DRILLED LUMP SUM LUMP SUM 402, HDD #2 WATER MAIN, C9GO DR18 PVC, 8-INCH DIRECTIONALLY DRILLED LUMP SUM LUMP SUM 403. HDD 03 WATER MAIN, C900 DRIB PVC, 8-INCH DIRECTIONALLY DRILLED LUMP SUM LUMP SUM 404, HDD #4 WATER MAIN, C900 DR18 PVC, 8-INCH DIRECTIONALLY DRILLED LUMP SUM LUMP SUM 405 HOD #5 WATER MAIN, C900 DR18 PVC, 8-INCH CARRIER PIPE IN 12-INCH DR18 C900 PVC CASING PIPE LUMP SUM LUMP SUM 406, HDD 06 WATER MAIN, C900 DRIB PVC, 8-INCH DIRECTIONALLY DRILLED LUMP SLIM LUMP SUM 407 HOD #7 WATER MAIN, C900 DR78 PVC, 12-INCH CARRIER PIPE IN 16-INCH DRIB C90D PVC CASING PIPE LUMP SUM LUMP SUM 408. HDD 08 WATER MAIN, C900 DR18 PVC, 12-INCH DIRECTIONALLY DRILLED LUMP SUM LUMP SUM 409. HDD #9 WATER MAIN, C900 DRIB PVC, 12-INCH DIRECTIONALLY DRILLED LUMP SUM LUMP SUM 410. HDD #10 WATER MAIN, C9OO DR18 PVC, 16-INCH DIRECTIONALLY DRILLED LUMP SUM LUMP SUM 411, CONNECTION OF NEW 8' DIA. PVC WATER MAIN TO NEW 8" PVC WATER MAIN EACH 5 412. CONNECTION OF NEW 8' DIA. PVC WATER MAIN TO EXISTING B" PVC WATER MAIN EACH 5 413. CONNECTION OF NEW 8" DIA, PVC WATER MAIN TO NEW 12" PVC WATER MAIN EACH 3 414. CONNECTION OF NEW 12' DIA. PVC WATER MAIN TO NEW 16' PVC WATER MAIN EACH 1 415- CONNECTION OF NEW 12" DIA. PVC WATER MAIN TO EXISTING 12' C.i.P/D.I.P WATER MAIN EACH 1 416. WATER MAIN 8" DIA., C900 DR18 PVC, BY OPEN TRENCH CONSTRUCTION LF. 347 417. WATER MAIN 8" DIA., D.I.P. WITH NITRILE GASKETS LF. 367 418, WATER MAIN 12' DIA, C900 DRIB PVC, BY OPEN TRENCH CONMIJCTION LF. 901 419. WATER MAIN 16' DIA, C900 DR18 PVC, BY OPEN TRENCH CONSTRUCTION LE 120 420. TEE, 8' DIA. X 8" DIA., D.I.P. COMPLETE WITH THRUST RESTRAINT EACH 5 421. TEE, 12' DIA X 8' DIA., D.LP. COMPLETE WITH THRUST RESTRAINT EACH 2 421 TEE, 16' DIA X 12' DIA., D.I.P. COMPLETE WITH THRUST RESTRAINT EACH 2 423. BEND, 90'. 8" DIA., DUCTILE IRON, COMPLETE WITH THRUST RESTRAINT EACH 1 424. BEND, 45, 12" DIA., DUCTILE IRON, COMPLETE WITH THRUST RESTRAINT EACH 2 425. BEND, 11.25. 12" DIA., DUCTILE IRON, COMPLETE WITH THRUST RESTRAINT EACH 2 426. CROSS, B" DIA.,X 8" DIA., D.I.P. COMPLETE WITH THRUST RESTRAINT EACH 1 427. CROSS, 12" DIA.,X 8" DIA., D.L.P. COMPLETE WITH THRUST RESTRAINT EACH 1 428. END CAP, 16" DIA, D.LP. COMPLETE WITH THRUST RESTRAINT EACH 2 429. REDUCER, 8" DIA. X 6' DIA., D.I.P. COMPLETE WITH THRUST RESTRAINT EACH 1 430. INSTALL NEW FIRE HYDRANT ASSEMBLY, M.J., 6.5- BURY, COMPLETE EACH 14 431. REMOVE AND SALVAGE EXISTING FIRE HYDRANT ASSEMBLY, COMPLETE EACH 11 43Z CATE VALVE, 8" DIA.. M.J., WITH VALVE BOX AND MECHANICAL THRUST RESTRAINT EACH 14 433. GATT: VALVE. 12' DIA., M.J.. WITH VALVE BOX AND MECHANICAL THRUST RESTRAINT EACH 6 434- GATE VALVE, 16" DIA., M-1. WITH VALVE BOX AND MECHANICAL THRUST RESTRAINT EACH 3 435. WATER SERVICE CONNECTION, NEW. 1" DIA.. COMPLETE EACH 50 436. WATER SERVICE CONNEC11ON TO EXISTING WATER SERVICE LINE, V DIA., COMPLETE EACH 34 437. WATER SERVICE, 1' DIA. BY OPEN -CUT EXCAVATION LF. 439 438. WATER SERVICE, 1' DIA BY DIRECTIONAL DRIWNG LF. 611 439. FILL EXISTING 6' DIA, WATER MAIN WITH CELLULAR CONCRETE L,p, 3,642 440. FILL EXISTING 12' DIA. WATER MAIN WITH CELLULAR CONCRETE LF. 1,990 441. OMIT - - 442. LINK SEALS BETWEEN 6" PVC CARRIER PIPE AND 12" PVC CASING PIPE, WATER TIGHT, COMPLETE EACH 6 4-43. IUNK SEALS BETWEEN 12' PVC CARRIER PIPE AND 16" PVC CASNG PIPE, WATER TIGHT, COMPLETE EACH 4 444. 1HYDRAMT BAGS. FURNISH, INSTALL AND MAINTAIN EACH 1 32 PAVING CONSTRUCTION ITEM NO. DESCRIPTION UNITS EST OTY. 501. REMOVE/REPLAGE EXISTING HMA STREET PAVEMENT INCLUDING CURB AND GUTTER S.Y. 380 502. REMOVE/REPLACE EXISTING PCC DRIVEWAY PAVEMENT S.Y. 105 503. REMOVE/REPLACE EXISTING PCC SIDEWALK, 4" THICK S.Y. 43 504. ADA INSERTS EACH 5 �;wco� a C � E Z c a 3 C EE Q (D (D C_ 0 N N .� L L m O L °d Q - 0 2 (15 o �Cg� L Cti a"' rt+ L CIS O W E 0 3: wo snee 3 Base Bid Bid Reference Notes 501. REMOVE/REPLACEPAVEMENT INCLUDING d WATER SERVICE_ CONNECTION. COMPLETE BID PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT, EXCAVATION, COMPACTION, FULL DEPTH o C 416. WATER MAIN 8" DtA.. C900 DR16 PVC. BY TRENCHED EXCAUATION.(C0.11N (CONTINUED) 435. NEW. 1" DIA. SAW -CUTS, OFF -SITE DISPOSAL OF REMOVED PAVEMENTS, NEW SUBBASE AND PAVEMENT n 417. WATER MAIN 8" DIA.. ❑.i.P.. BY TRENCHED EXCAVATION 436. WATER SERVICE CONNECTION TO EXISTING WATER SERVICE LINE. 1" DIA.. COMPLETE MATERIALS AND OTHER WORK AND MATERIALS NECESSARY TO REMOVE THE EXISTING HMA o (CONTINUI CONCRETE PAVEMENT AND REPLACEMENT OF THE REMOVED PAVEMENT WITH A 2.0" COMPACTED 418. WATER MAIN 12' DIA.. C90❑ ❑R18 PVC. BY TRENCHED EXCAVATION (CONTINUED) 437. WATER SERVICE. 1" OIA. BY OPEN -CUT EXCAVATION THICKNESS OF 1/2" MIX SURFACE COURSE OVER A 5.5' COMPACTED THICKNESS OF 3/4' BASE C o 419. WATER MAIN 16" DIA.. C90D DR18 PVC._B�ENCHED EXCAVATION (CONTINUED) 438. WATER SERVICE_ 1" QIA. BY DIRECTIONAL DRILLING COURSE, 1 MESAL, HMA PAVEMENT INCLUDING P.C.C. CURB AND GUTTER ALL OVER A 6" WATER FOR FILLING, FLUSHING AND TESTING WATER MAINS SHALL BE FURNISHED THE FLOW OF WATER IN THE EXISTING WATER MAIN SHALL REMAIN ACTIVE AT ALL TIMES. COMPACTED THICKNESS OF MODIFIED SUBBASE. ,gym 3' N BY THE WATERLOO WATER WORKS AT NO COST TO THE CONTRACTOR UNLESS THE ITEM INCLUDES BACKFILLING THE EXCAVATION WITH SUITABLE EXCAVATION MATERIALS COMPACTED C NEW WATER MAIN DOES NOT PASS TESTING ON THE FIRST TRIAL. IF THE WATER ALL WATER SERVICES IDENTIFIED AS BEING INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING IN 8' MAXIMUM LOOSE THICKNESS LIFTS, COMPACTED TO A MINIMUM OF 98% OF STANDARD MAIN DOES NOT PASS TESTING ON THE FIRST TRIAL, THE ADDITIONAL WATER (HDO) METHODS SHALL BE SO INSTALLED. PROCTOR DENSITY AT -2 TO t3% OF THE MATERIALS OPTIMUM MOISTURE. ALL REPLACEMENT D) 00 THAT IS NECESSARY FOR SUBSEQUENT ADDITIONAL DISINFECTION, FLUSHING PAVEMENT MATERIALS, CONSTRUCTION, CURING AND PROTECTION SHALL BE IN ACCORDANCE WITH C � o, AND/OR TESTING SHALL BE MEASURED BY THE WATERLOO WATER WORKS AND ALL WATER SERVICES NOT IDENTIFIED AS BEING INSTALLED BY HORIZONTAL DIRECTIONAL THE TYPICAL SECTIONS IN THESE PLANS, CURRENT SUDAS REQUIREMENTS AND THE REQUIREMENTS W my PAID TO THE WATERLOO WATER WORKS AT ITS NORMAL RATE, THE FLOW RATES DRILLING (HDD) METHODS SHALL BE SO INSTALLED BY OPEN TRENCH EXCAVATION METHODS, OF THE CITY OF WATERLOO ENGINEERING DEPARTMENT. C AT WHICH WATER IS FURNISHED SHALL BE CONTROLLED BY THE WATERLOO WATER WORKS, THE CONTRACTOR SHALL FURNISH SATISFACTORY BACKFLOW UNLESS AUTHORIZED IN ADVANCE BY THE OWNER'S REPRESENTATIVE AS BEING APPROVED P.C. CONCRETE SHALL BE CLASS M-4 WITH CLASS 2 DURABILITY AGGREGATE. d v Q± d PREVENTION DEVICES, HOSES AND ALL OTHER MATERIALS, EQUIPMENT AND TO BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING (HOD) METHODS, HOWEVER, 0) V . LABOR NECESSARY TO COMPLETE SAID FILLING, FLUSHING AND TESTING AT NO PAYMENT FOR THESE SERVICES SHALL BE AT THE UNIT PRICES BID FOR THESE ITEMS, AND CONTRACTOR SHALL REPLACE REMOVED SECTIONS OF PAVEMENT IN A TIMELY MANNER AFTER 1c Cd C A➢DITIONAL COST TO THE OWNER. NOT FOR THE HORIZONTAL DIRECTIONAL DRILLING (HOD) BID PRICE. WATER MAIN, WATER SERVICES, ETC. ARE INSTALLED AND SHALL PLACE, COMPACT AND MAINTAIN . ° N A CRUSHED STONE OR R.A.P. TEMPORARY ACCESS IN SAID REMOVED SECTIONS FOR ACCESS a CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES SHALL AVOID ALL ALL TAP PERMIT APPLICATIONS FOR CONNECTIONS TO WATER MAINS SHALL BE FILED BY A UNTIL THE PERMANENT PAVEMENT REPAIRS ARE COMPLETED. THE ADEQUACY OF SAID TEMPORARY U n EXISTING UTILITIES, SEWER AND WATER SERVICES AND SHALL COMPLETE THIS LICENSED PLUMBER, APPROVED BY THE CITY OF WATERLOO. THE NORMAL PERMIT FEE AND ACCESS CONSTRUCTION AND MAINTENANCE SHALL BE SUBJECT TO AND AS REQUIRED BY THE y ITEM IN A MANNER THAT DOES NOT DISTURB SAID ITEMS. TAPPING COSTS SHALL BE WAIVED FOR THIS PROJECT, HOWEVER, THE CONTRACTOR SHALL ENGINNER. THERE SHALL BE NO SEPARATE MEASUREMENT OR PAYMENT FOR SAID TEPORARY CONNECTIONS TO EXISTING WATER MAINS SHALL INCLUDE XL ALPHA COUPLINGS, BY BE REQUIRED TO PROVIDE ALL MATERIALS, EXCAVATIONS AND EXCAVATION BACKFlLL FOR REPAIR OF MAINTENANCE AND IT SHALL BE INCIDENTAL TO THIS ITEM. C L_ ROMAC INDUSTRIES, INC. SAID TAPS AND CONNECTIONS. MEASUREMENT FOR PAYMENT SHALL BE FROM BACK OF CURB TO BACK OF CURB FOR THE L AVERAGE LENGTH OF THE REMOVED/REPLACED PAVEMENT SECTION. a Q Na 420. TEE, 8' DIA. X B" DIA., D.I.P_ COMPLETE WITH THRUST RESTRAINT 439. EILL EXISTING 6' DIA, WATER MAIN WITH CELLULAR CONCRETE 421. TEE, 12' DIA, X 8" DIA., D.I.P. COMPLETE WITH THRUST RESTRAINT 440. FILL EXISTING 12" DIA. WATER MAIN WITH CELLULAR CONCREE 502. REMOVE/REPLACE EXISTING PCC DRIVEWAY PAVEMENTazz. �� TEe, 16" DIA. X 12" DIA.. D.I.P. COMPLETE WITH THRUST RESTRAINT ITEM INCLUDES FILLING THE SECTIONS OF EXISTING WATER THAT IS TO BE ABANDONED IN PLACE 423. BEND, 90'. 8" DIA., DUCTILE IRON, COMPLETE WITH THRUST RESTRAINT WITH LOW DENSITY CELLULAR CONCRETE AS PER ACI CHAPTER 523.1 MIXED WITH AN APPROVED BID PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT, EXCAVATION, COMPACTION, FULL DEPTH 424. BEND, 45'. 12" DIA., DUCTILE IRON, COMPLETE WITH THRUST RESTRAINT EXTERNALLY GENERATED FOAM AND NO SAND, WITH AN OVERALL DENSITY OF 25-30 PCF AND A SAW -CUTS, OFF -SITE DISPOSAL OF REMOVED PAVEMENTS, NEW SUBBASE AND PAVEMENT MATERIALS AND OTHER WORK AND MATERIALS NECESSARY TO REMOVE THE EXISTING PORTLAND BEND, 11.25'. 12' DIA.. DUCTILE IRON. COMPLETE WITH THRUST RESTRAINT CURED 14 DAY COMPRESSIVE STRENGTH OF AT LEAST 20 PSI. ITEM INCLUDES COLLECTING AND CEMENT CONCRETE DRIVEWAYS WITH A 6" THICKNESS OF P.C. CONCRETE PAVEMENT OVER A 6" 425. DISPOSING OF CONTAMINATED WATER THAT 1S PURGED FROM THE EXISTING WATER MAIN BY ITS COMPACTED THICKNESS OF MODIFIED SUBBASE 426. WI CROSS, 8' DIA..X 8' DIA., DA.P. COMPLETE WITH THRUST RESTRAINT DISPLACEMENT FROM THE EXISTING MAIN BY THE CELLULAR CONCRETE. 427. CROSS, 12" DIA..X 8' DIA., D/I.P. COMPLETE WITH THRUST RESTRAINT ITEM INCLUDES THE EXCAVATION WITH SUITABLE EXCAVATION MATERIALS COMPACTED ITEM INCLUDES CAPPING AND BLOCKING EACH END OF THE EXISTING WATER MAIN AS NECESSARY MAXIMUM LOOSE THICKNESS LIFTS, COMPACTED TO A MINIMUM STANDARD IN LOOSEBACKFILT IC P P s 428. END CAP, 16' DIA., D.I.P. COMPLETE WITH THRUST RESTRAINT SO AS TO NOT ALLOW THE CELLULAR CONCRETE TO DRAIN OUT OF THE EXISTING WATER MAIN. TU E. L PROCTOR DENSITY AT -2 TO t3% OF THE MATERIALS OPTIMUM MOISTURE. ALL REPLACEMENT C � d PAVEMENT MATERIALS, CONSTRUCTION, CURING AND PROTECTION SHALL BE IN ACCORDANCE WITH 429. REDUCER. 8" DIA.X 6" DJA.. D.I.P. COMPLETE WITH THRUST RESTRAINT THE FOAM SHALL BE IN COMPLIANCE WITH ASTM C869. CURRENT SUDAS REQUIREMENTS AND THE REQUIREMENTS OF THE CITY OF WATERLOO ENGINEERING DEPARTMENT. z " 8I1) PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, EXCAVATION, COMPACTION AND THE CONTRACTOR SHALL SUBMIT HIS/HER PROPOSED METHOD OF COMPLETING THIS ITEM, r o APPURTENANT ITEMS NEEDED FOR INSTALLATION. ITEMS INCLUDE MEGA LUG, OR APPROVED INCLUDING PROPOSED MIX, PROPOSED CELLULAR CONCRETE PRODUCTION AND PUMPING EQUIPMENT, P.C. CONCRETE SHALL BE CLASS M-4 WITH CLASS 3 DURABILITY AGGREGATE - w W EQUAL, MECHANICAL THRUST RESTRAINTS AND 8 MIL POLYETHFLENE WRAP AS PER DETAILS. PROPOSED METHOD OF COLLECTING AND DISPOSING OF THE AFORESAID CONTAMINATED WATER AND PROPOSED METHOD OF VERIFYING THAT THE EXISTING WATER MAIN HAS INDEED BEEN FILLED WITH CELLULAR CONCRETE TO THE ENGINEER FOR APPROVAL PRIOR TO INITIATING THIS WORK. BID SIDEWALK SECTIONS WITHIN THE REMOVED/REPLACED DRIVEWAY SECTION SHALL BE INCLUDED IN REMOVE/REPLACE BID THIS ITEM AND NOT MEASURED OR PAID FOR UNDER SEPARATE SECTIONS REMOVE a 430. INUALL NEW FIRE HYDRANT ASSEMBLY, MJ. 6& BURY, COMPLETE PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, EXCAVATION AND COMPACTED BACKFlLL ITEMS. BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, EXCAVATION, BEDDING, TO COMPLETE THIS ITEM_ o COMPACTED BACKFlLL AND APPURTENANT ITEMS NEEDED FOR INSTALLATION. ITEM INCLUDES 503. REMOVE/REPLACE EXISTING PCC SIDEWALK, 4' THICK 442 LINK SEALS BETWEEN 8" PVC CARRIER PIPE AND 12' PVC CASING PIPE. WATER TIGHT. COMPLETE HYDRANT, 6" GATE VALVE AND BOX, ANCHOR TEES, HOLDING SPOOLS, A TEE OR MJ-PE DIP BID PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT, EXCAVATION, COMPACTION, FULL DEPTH z a 90' BEND AS IS APPROPRIATE AND NECESSARY TO CONNECT THE 6' DIA HYRDANT RUN TO SAW -CUTS, OFF --SITE DISPOSAL OF REMOVED SIDEWALK AND OTHER WORK AND MATERIALS W 443. S -BETWEEN 12"_ FYC CARRIER PIPE AND 16" PVC CASING PIPE. WATER TIGHT, COMPLETE THE WATER MAIN, MECHANICAL THRUST RESTRAINT AT ALL JOINTS, CONCRETE THRUST NECESSARY TO REMOVE THE (EXISTING PORTLAND CEMENT CONCRETE SIDEWALK WITH A 4" - a RESTRAINTS, CLEAN STONE, 8 MIL POLYETHYLENE WRAP, AND ALL OTHER ITEMS AND WORK THICKNESS OF P.C. CONCRETE SIDEWALK. NECESSARY TO PROVIDE A COMPLETE, FULLY FUNCTIONING FIRE HYDRANT. SEE DETAIL BID PRICE SHALL INCLUDE ALL MATERIALS AND EQUIPMENT NECESSARY TO INSTALL MODULAR LINKS AT CASING ENDS TO CLOSE THE ANNULAR SPACE BETWEEN THE PVC WATER ITEM INCLUDES BACKFILLING THE EXCAVATION WITH SUITABLE EXCAVATION MATERIALS COMPACTED MATERIALS AND CONSTRUCTION TO MEET THE REQUIREMENTS OF THE WATERLOG WATER MAIN CARRIER PIPE AND THE PVC CASING PIPE WATERTIGHT AND SOILTIGHT, AT LOCATIONS IN 9" MAXIMUM LOOSE THICKNESS LIFTS, COMPACTED TO A MINIMUM OF 95% OF STANDARD WORKS. HYDRANTS SHALL BE CLOW MEDALION, WATROUS PACER WB-67 OR APPROVED EQUAL, SHOWN ON THE PLANS AND/DR AS IDENTIFIED BY THE OWNER'S REPRESENTATIVE AT THE PROCTOR DENSITY AT -2 TO +3% OF THE MATERIALS OPTIMUM MOISTURE ALL REPLACEMENT AND BE FACTORY PAINTED SAFETY BLUE AND WITHOUT CHAINS. GATE VALVES SHALL BE TIME [IF CONSTRUCTION, PAVEMENT MATERIALS, CONSTRUCTION, CURING AND PROTECTION SHALL BE IN ACCORDANCE WITH MUELLER A2360-20 fi" DIA. RESILIENT WEDGE GATE VALVES OR APPROVED EQUAL. VALVE CURRENT SUDAS REQUIREMENTS AND THE REQUIREMENTS OF THE CITY OF WATERLOO ENGINEERING DEPARTMENT. C BOXES SHALL BE TYLER 3-PIECE TYPE D VALVE BOX OR APPROVED EQUAL 444. UYDRANT BAGS. S STA AND MAINTAIN ALL JOINT CONNECTIONS SHALL BE MECHANICALLY RESTRAINED AGAINST THRUST WITH MEGA BID PRICE SHALL INCLUDE ALL MATERIALS AND EQUIPMENT NECESSARY TO PROCURE, P.C. CONCRETE SHALL BE CLASS C WITH CLASS 3 DURABILITY AGGREGATE. LUGS OR APPROVED EQUAL INSTALL AND MAINTAIN 'NI]T IN SERVICE' 27-W X 42' H, 4 MIL POLYPROPYLENE HYDRANT ITEMS SHALL MEET THE REQUIREMENTS OF SUDAS STANDARD SPECIFICATION 7030 AND CITY OF U 0 as BAGS. ITEM TO BE INSTALLED ON ALL NEW HYDRANTS AND HYDRANTS TO BE REMOVED AND WATERLOO ENGINEERING DEPARTMENT REQUIREMENTS. GO 3 HYDRANT EXTENSIONS ARE NOT ALLOWED. REMOVED ONLY AFTER THE WATERMAIN HAS SLJCESSFULLY PASSED ALL TESTING AND IS -C � 0 READY TO BE PLACED IN SERVICE AS AUTHCRTZED BY THE WWW REPRESENTATIVE, 504. ADA SIDEWALK DETECTABLE WARNING MATS BID PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT, AND APPURTENANT ITEMS NEEDED FOR D N '� O ALL JOINT BOLTS AND NUTS SHALL BE COR-BLUE T-BOLTS AND NUTS. CONTRACTOR SHALL MAINATIN SAID BAGS UNTIL THE NEW WATER MAIN HAS BEEN PLACED IN SERVICE. CONTRACTOR SHALL REPLACE TURN OR DAMAGED BAGS AT HIS SOLE COST AND 431, REMOVE AND SALVAGE EXISTING FIRE HYDRANT ASSEMBLY. COMPLETE SHALL REMOVE AND PROVIDE SAID BAGES TO THE WWW REPRESENTATIVE AFTER SAID PROPER INSTALLATION. BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL EQUIPMENT, EXCAVATION, BEDDING, WATER MAINS ARE PLACED INTO SERVICE, N COMPACTED BACKFlLL AND APPURTENANT ITEMS NEEDED FOR REMOVAL AND SALVAGING THE REQUIREMENTS OF SUDAS STANDARD D TECTABLESPECIFICAWAION NG AND CITY OF ITEM SHALL MEET THE DEPARTMENT WATERLOO ENGINEERING DEPARTMENT REQUIREMENTS FOR DETECTABLE WARNING INSTALLATION. EXISTING FIRE HYDRANT, PIPE, VALVE AND FITTINGS. CONTRACTOR'S ATTENTION IS DIRECTED TO THE CONDITION OF THE EXISTING HYDRANTS. THESE SC HYDRANTS AND HYDRANT LEAD GATE VALVES ARE FULLY FUNCTIONING AND UNDAMAGED. O CONTRACTOR SHALL TAKE PARTICULAR CARE IN REMOVING THESE ITEMS SO AS TO NOT 0 W DAMAGE THEM. EXISTING HYDRANTS AND/OR HYDRANT LEAD VALVES DAMAGED BY THE C: L 0 CONTRACTOR SHALL BE REPLACED WITH NEW HYDRANTS AND/OR LEAD VALVES AT NO COST +� Q L Z TO THE WATERLOO WATER WORKS. SAID REPLACEMENT HYDRANTS AND/OR VALVES SHALL BE OF THE TYPE SPECIFIED IN THESE CONSTRUCTION PLANS. C 0 ITEM INCLUDES HAULING SAID MATERIALS TO A LOCATION TO BE DESIGNATED BY THE O = -00 WATERLOO WATER WORKS. L) L 7 0 0 �3 � 432. GATE VALVE, 8' DIA., M.J.. WITH VALVE BOX AND MECHANICAL THRUST RESTRAINT fn L (D It 433. GATE VALVE, 12' DIA., M.J.. WITH VALVE BOX AND MECHANICAL THRUST RESTRAINT -0o 0 Lco_ y 434, GATE VVE VAL-16' DJA_MJ. WITH VALVEJOX_AND__MECHANICAL THRUST RESTRAINT U m BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, EXCAVATION, 8-MIL POLYETHYLENE WRAP, COMPACTION AND APPURTENANT ITEMS NEEDED FOR INSTALLATION. Sheet MATERIALS AND CONSTRUCTION TO MEET THE WATERLOO WATER WORKS REQUIREMENTS. ALL JOINT BOLTS AND NUTS SHALL BE COR-BLUE T-BOLTS AND NUTS. 4 11 Alternate A Bid Reference Notes 001-A MOBILIZATION ITEM INCLUDES MOBILIZING ALL EQUIPMENT, LABOR AND MATERIALS TO THE SITE FOR ALL ASPECTS OF THE PROJECT, IRREGAR➢LESS OF HOW MANY MOBILIZATIONS ARE NECESSARY TO COMPLETE THE PROJECT. 002-A SEED, FERTILJZE. AND MULCH (IDOT URBAN MIX) BY HYDROSEEDING BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, SEED, FERTILIZING, MULCHING AND OTHER ITEMS NEEDED FOR COMPLETION IN CONFORMANCE WITH ARTICLE 2601 OF THE IDOT STANDARD SPECIFICATIONS. ITEM IS TO BE COMPLETED BY HYDRO -SEEDING. ALL DISTURBED AREAS EXCEPT FOR PAVED AREAS ARE INCLUDED IN THIS ITEM. ITEM TO BE COMPLETED WITHIN 21 CALENDAR DAYS AFTER NEW WATER SERVICES AND REPACEMENT PAVING HAS BEEN COMPLETED. 003-A 9" DIA., STRAW FILLED WATTLES ITEMS TO BE 3NSTALLED AND MAINTAINED FOR INLET PROTECTION AND AT LOCATIONS AS DIRECTED IN THE FIELD BY THE ENGINEER WITHIN 24 HOURS OF THE TIME FIRST INSTRUCTED BY THE ENGINEER. 004-A TRAFFIC CONTROL BID PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT, FLAGGERS, SIGNS, BARRICADES AND APPURTENANT ITEMS NEEDED FOR TRAFFIC CONTROL THE I.D.O.T. CURRENT SPECIFICATIONS SHALL APPLY TO ALL TRAFFIC CONTROL. PAY WILL BE BY LUMP SUM PAYMENT FOR EVERYTHING NEEDED TO CARRY OUT TRAFFIC CONTROL ON THIS PROJECT. THE CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR THE SAFETY AND PROPER TRAFFIC CONTROL WITHOUT FURTHER DIRECTION FROM THE ENGINEER OR INSPECTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SIGNS AND FLASHERS THROUGHOUT THE ENTIRE TIME THEY ARE IN PLACE. CONTRATOR'S WORK SHALL BE COMPLETED IN A MANNER THAT DOES NOT CLOSE STREETS COMPLETELY TO TRAFFIC, WITHOUT PRIOR WRITTEN APPROVAL AND 24 HOUR NOTICE TO ALL AFFECTED RESIDENTS. ALL EQUIPMENT WITHIN ROADWAY AREAS SHALL BE REMOVED AND ALL EXCAVATIONS WITHIN ROADWAY SECTIONS SHALL BE BACKFILLE➢ TO SAFELY ALLOW THRU TRAFFIC BETWEEN I HOUR BEFORE SUNSET AND ONE HOUR AFTER SUNRISE EVERY DAY. CONTRACTOR SHALL SUBMIT HIS/HER PROPOSED TRAFFIC CONTROL PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO THE PRE -CONSTRUCTION CONFERENCE. 005-A MAINTENANCE BOND, 2-YEAR ITEM INCLUDES PROVIDING A TWO-YEAR MAINTENANCE BOND TO THE WATERLOO WATER WORKS FOR ALL WORK PERFORMED BY THE CONTRACTOR AND HIS/HER SUBCONTRACTORS ON THIS PROJECT, SAID BOND SHALL BE OF A FORM THAT IS ACCEPTABLE TO THE WATERLOO WATER WORKS. SAID TWO YEAR PERIOD SHALL BEGIN AFTER THE PROJECT IMPROVEMENTS ARE ACCEPTED BY THE WATERLOO WATER WORKS, 419-A CONNECTION OF NEW 16' DIA. PVC WATER MAIN TO EXISTING 16' C.I.P./D.I.P. WATER AI BID PRICE SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, EXCAVATION, COMPACTION, CLEANING, SHOCK DISINFECTION, HOLDING SPOOLS, RESTRAINED COUPLINGS, MECHANICAL THRUST RESTRAINTS, POURED P.C. CONCRETE THRUST RESTRAINTS AND OTHER ITEMS AND WORK, AND APPURTENANT ITEMS NEEDED FOR CONNECTING THE NEW WATER MAIN TO OTHER NEW WATER MAIN AND TO THE EXISTING CAST IRON AND DUCTILE IRON PIPE WATER MAINS THAT 15 NOT PAID FOR SEPARATELY UNDER OTHER BID ITEMS. "LAYING DOWN" DIRECTIONALLY DRILLED PIPE AT BORE ENTRIES AND EXITS TO CONNECT TO NEW AND EXIST€NG WATER MAINS IS INCLUDED IN THESE ITEMS AND WILL NOT BE PAID FOR AS SEPARATE WORK. 419-A WATER MAIN 16' DIA., C900 DR18 PVC. BY OPEN TRENCH COUSTRUCI]ON BID PRICE SHALL INCLUDE ALL MATERIALS AND EQUIPMENT NECESSARY TO REMOVE AND REPLACE THE EXISTING C.I.P. AND/OR D.I.P_ WATER MAIN. AS SHOWN ON THESE PLANS, WITH NEW 8" DIA. DR 18 AWWA C-900/RJ RESTRAINED JOINT PVC WATER MAIN PIPE BY CONVENTIONAL, OPEN TRENCH CONSTRUCTION. PIPE SHALL BE CERTA-LOK BY CERTAINTEED OR APPROVED EQUAL WITH STANDARD STYRENE BUTADIENE RUBBER GASKETS. ITEM INCLUDES TWO COPPERHEAD COPPER CLAD STEEL OR APPROVED EQUAL TRACING WIRES. ITEM INCLUDES BACTERIOLOG€CAL, PRESSURE. AND LEAKAGE TESTING AND ALL OTHER ITEMS NECESSARY TO COMPLETE THIS CONSTRUCTION AND TO PROVIDE A PROPERLY OPERATING WATER MAIN. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR TESTING THE WATER MAIN. THIS SHALL INCLUDE RESTRAINED JOINTS ON PIPE AND FITTINGS AT DEADENDS, PLUGS, PIPE AND CORP STOPS OF SUFFICIENT SIZE FOR FLUSHING AFTER TESTING. ALL TESTS SHALL BE CONSIDERED INCIDENTAL TO WATER MAIN CONSTRUCTION. ITEM INCLUDES SHOCK DISINFECTING THE EXISTING HYDRANTS AND PIPING TO BE RE -LOCATED WITH CONCENTRATED SOLUTIONS AS PER AWWA C651, SEC.4.7, INCLUDING SEC. 4.7.4 AND SEC 4.7.5. 424-A END CAP, 16" DIA.. D.LP. COMPLETE WITH THRUST RESTRAINT 424-A BEND, 45. 16' DIA., DUCTILE IRON. COMPLETE WTH THRUST RESTRAINT 425-A BEND, 22.57. 16' DIA., DUCTILE IRON, COMPLETE WITH THRUST RESTRAINT 427-A END CAP, 16' DIA., D.I.P. COMPLETE WITH THRUST RESTRAINT BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, EXCAVATION, COMPACTION AND APPURTENANT ITEMS NEEDED FOR INSTALLATION. ITEMS INCLUDE MEGA LUG, OR APPROVED EQUAL, MECHANICAL THRUST RESTRAINTS AND 8 MIL POLYETHELENE WRAP AS PER DETAILS. 429-A INST&L NEW FIRE HYDRANT ASSEMBLY, M.J.. 6.5' BURY, COMPLETE BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, EXCAVATION, BEDDING, COMPACTED BACKFILL AND APPURTENANT ITEMS NEEDED FOR INSTALLATION. ITEM INCLUDES HYDRANT, 6" GATE VALVE AND BOX, ANCHOR TEES, HOLDING SPOOLS, A TEE OR MJ-PE DIP 90' BEND AS IS APPROPRIATE AND NECESSARY TO CONNECT THE 6' DIA HYRDANT RUN TO THE WATER MAIN, MECHANICAL THRUST RESTRAINT AT ALL JOINTS, CONCRETE THRUST RESTRAINTS, CLEAN STONE, 8 MIL POLYETHYLENE WRAP, AND ALL OTHER ITEMS AND WORK NECESSARY TO PROVIDE A COMPLETE, FULLY FUNCTIONING FIRE HYDRANT. SEE DETAIL. MATERIALS AND CONSTRUCTION TO MEET THE REQUIREMENTS OF THE WATERLOO WATER WORKS. HYDRANTS SHALL BE CLOW MEDAUON, WATROUS PACER W13-67 OR APPROVED EOUAL, AND BE FACTORY PAINTED SAFETY BLUE AND WITHOUT CHAINS. GATE VALVES SHALL BE MUELLER A2360-20 6' DIA. RESILIENT WEDGE GATE VALVES OR APPROVED EQUAL. VALVE BOXES SHALL BE TYLER 3-PIECE TYPE D VALVE BOX OR APPROVED EQUAL. ALL JOINT CONNECTIONS SHALL BE MECHANICALLY RESTRAINED AGAINST THRUST WITH MEGA LUGS OR APPROVED EQUAL_ HYRANT EXTENSIONS ARE NOT ALLOWED. ALL JOINT BOLTS AND NUTS SHALL BE COR-BLUE T-BOLTS AND NUTS. 433-A GATE VALVE. 16' DIA., M.J.. WITH VALVE BOX AND MECHANICAL THRUST RESTRAINT BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, EXCAVATION, 8-MIL POLYETHYLENE WRAP, COMPACTION AND APPURTENANT ITEMS NEEDED FOR INSTALLATION. MATERIALS AND CONSTRUCTION TO MEET THE WATERLOO WATER WORKS REQUIREMENTS. ALL JOINT BOLTS AND NUTS SHALL BE COR-BLUE T-BOLTS AND NUTS. 440-A WATER MAIN. INSULATE BID PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT, MATERIALS, EXCAVATION, BACKFILL AND COMPACTION TO INSULATE AREAS OF NEW WATER MAIN AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. SEE WATER MAIN INSULATION DETAIL Alternate A Estimated Project Quantities EARTHWORK_ EROSION CONTROL AND MISCELLANEOUS ITEM NO. DESCRIPTION UNITS EST. QTY. ASSUILT QTY 001-A MOBIUZATION LUMP SUM 1 002-A SEED, FERTIUZE, AND MULCH (IDOT URBAN MIX) BY HYDROSEEDING ACRES 1.0 003-A 9" DIA.. STRAW FILLED WATTLES LF. 1,070 004-A TRAFFIC CONTROL LUMP SUM LUMP SUM 005-A MAINTENANCE BOND, 2-YEAR LUMP SUM LUMP SUM WATER CONSTRUCTION ITEM NO. DESCRIPTION UNITS EST. CITY. 416-A CONNECTION OF NEW 16" DIA. PVC WATER MAIN TO EXISTING 16' C.I.P./D.LP. WATER MAIN EACH 2 419-A WATER MAIN 16" DIA., C900 DR18 PVC, BY OPEN TRENCH CONSTRUCTION LP. 966 424-A BEND, 45. 16' DIA., DUCTILE IRON, COMPLETE WITH THRUST RESTRAINT EACH 4 425-A BEND, 22.5, 18" DIA., DUCTILE IRON, COMPLETE WITH THRUST RESTRAINT EACH 2 427-A JEND CAP, 16' DIA., D.I.P. COMPLETE WfTH THRUST RESTRAINT EACH 1 429-A INSTALL NEW FIRE HYDRANT ASSEMBLY, M.J., 6.5' BURY, COMPLETE EACH 2 433-A IGATE VALVE, 16' DIA., MA., WITH VALVE BOX AND MECHANICAL THRUST RESTRAINT EACH 1 440-q JWATFR MAIN, INSULATE LF. 24 I� d a C E 'z C m [ O Cd C O N C14 N ( C O 0 L C C) C = 05 W Z .0= Q � 7 O +� C L1�omay O (d U=�ao snee 5 1339 r_ / � r s R 6' DIRCTI❑NAL B❑RE MINIMUM COVER T #1 ❑ T❑ = STA. GRADE, 0+50± 2' +_ TO S MINIM A 10 75* M CO' ER T i — 8 ALL = PVC UTIL + TIES � 900 9 0 E ISTING RADE 895 8 5 ;��ROPSED WATER l.AAJN BORE PATH 890 0 i 885 -- -------- -------- -------- ---- --- EXI — — - 8" SA - -- _ 5VYf2. --_ -- `_�_ -- - - _____ - - -- _ _ ---1-------------- - 24" 5Th1 880 ROPOS D INGERSOLL8 - - - 875 875 5+10 5+50 5+90 8+30 5+70 7+10 7+50 7+90 8+30 8+70 9+10 9+50 9+90 10+30 10+70 e c 4) E c E L d N O Z cD C 0 N 'co c i N y 0 d?ycd O .. O O cd O Ol 1023Lu ad Q (L M ZE 0=30 CL j C 00 'O m "" L cd 0 d m U=3FE 5 / uj CD � o P water main r air location =airivw < co CO EA 11 W Z W ��z3� - I- - _ I wz W EE NF�U1 _ 0' 20' 4 ' LO YQ7 zm00mn z 11 > 11 W 134ELLJ Z o r S W Ake X z W m IS + oo m fQ opas� �3 ��MqlNWOpDWAp�, 5� `� I! - — ———— —— W N i I m f l 9+57±, 48''RT, - C) 0 0 i Ir REMOVE &SALVAGE / ti ¢ m co z r,: co N p a f I EXISTING HYDRANT ' - _ -= h! tl n < r, � ' f ASSEMBLY apey� - � � _ ___ � w � � � II rn 9 Oo'`-` - v)wzo J�% 3 r r PROPOSED 8" PVC r' a D' - _ _ 1 _� _- �. _ _ n W z f r y ¢I7 INGERSOLL WATER s \_ M,q� 57'� -� W w m 4 r MAIN 1 r�� a 9\ 50UB 8R �� r z f r f loll 1 f 1324r I Sy=�TToik�W-�_ �. - -. �u�°'�f Edgewood Dr f I � 8 NORTy'IND a W z rn 1 1 k'AT ANG � U, f In _ f 1340 ' 1 Edgewood Dr r 1 / 134$- 1 ' Ed ewoo r'�' 12+16±, 48' RT,1 11 g qS REMOVE & SALVAGE{ - - - f EXISTING HYDRANT 1 NEW HYDRANT AND ASSEMBIY VALVES (INSTALLED 1241 _ _ter 1 1 IN 2025)- Qj r _ 1 /1 MS. ASPEN 8" PVC - 140$_-- * ~ �' ` �� Edgewood DIRECTIQ, AL BORE #1: STA. 1 WATER MAINDr f / � 0+50± T❑ STA 10+75± - 8' PVC - _ 1 1 �t' �I ' l l �— Sb� 6' MINIMUM COVER TO TOP GRADE. 2' MINIMUM COVER TO ALL UTILITIES H❑RIZ❑NTAL DISTANCE= 1,025± L,F, BORE -,,,,I DISTANCE = 1,030± L.F. ! DIRE TI❑NAIL BORE #2: 6' MINIMUM C❑ ER TO TOP Fi❑RI ❑NTA DISTANCE= STA, 10+80± GRADE, 2' 623± L,F, T I B I STA IMU IRE 17 03± C �%ER T DI TANCE - 8' ALL 625+ PVC UTILITIES L.F. I 895 ss5 DD #2, 10+80=1z 1=888. 12' Bo E EXISTING GRA E 890X,—:-'NTRY, 890 HDD 1, 10+7± ENTR 12' BORE t EL=88 .8i 4" STM LEARANCE (VERIFY TON . PROVIDE 18" W WATER MAIN 885 885 --- --- -_i-_--_-_-_------ n U rEX. I6' _-- T VERI - - -- N -l---� SUPPDRT PROP -- EXISTING EQ 8' WATE -�- SPEN MAIN - - - ' PROPOSED AGAIN - ` - 8 BORE PATH - WATER -_ -_ _ -Bair 880 PROPOSED I 8" SAN 18' GERSO (VERIFY), CLEAR 8 PR NCE TO -- - VIDE NEW --- € _ PROPOSED --;-' -- � .90't 8 --- D.I.P. W --- EIS NITRILE -- -- a" 5 CASKETS. 875 24 STORM SEWER MATERIALS .AND WATER DO�VNSTREIA CONN OR REM TIGHT CTIONS AND P EPLAC COLLARS AT U TO UN- EMOVED IT WITH! NEW STREAM' AND STM. PIKE. EXIS 8" (VE 5AN IFY) 870 a7a 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 m } V, a C 22 v N N �o 0 • E M m N W C R v N a� C6 a al ' 0 N C:';� a V m Co 0 N d 9 w a c� =o a m w n� P i a 0 F co N v 0 o in CdCd 3: �D c p 0 0 0 If O C O ¢�W EL A 02� � c 0 m Q1 0 y i� 0 0 :r 5 �l 9 f J o Pa t water main r air location 3829 3823 1 1 SAN"M NHOLE-- _— �� -- I — — — — — — 1 LEV/= FRI 10.O.a 38] 1 7'= 00.9:iI o' —1` ' za ao-- -- I l 1 3'� '—`�— r IedgeWo d o �r 1 1 - j 1419 1211 1217 - 15 STM MANHOLE l-, Aspen Dr M FLEV= 907.81 �2 3 PROPOSED 8" PVC 1 —2 " IN: N= 901.78 1+70+, EMOVE, SALVAGE INGERSOLL WATER I I -t CUT 5= 901.78 AND REP ACE EXISTING MAIN 1235 y I� HYDRANT ASSEMBLY WITH NEW HYD ANT ASSEMBLY , REMOVE,SALVA AND1 LACE G II HYDRANT ASSEMBLY - I -- NEW HYDRANT ASSEP L wv — �- 1241 I 1 r324 y T E g 0r � i 1+00±, REMOVE ENDCA ^ I EXISTIN 8 , Ingersoll Nd EXIS SAN MANI OLE O RIM ELEV= 90E 8" IN N= 900. 8" OUT E= 9 73y�� —_� 1 I mS�❑ A 35 s _;Z - �� 5 �`- �8' �►, i., I EXIS SAN MANHOLE � ~� ! _ II 11 RIM ELEV= 894.49 — 8" OUT E_ 885.78 8 IN W= 885.88 1 — 150' 1218 1224 I l i QJ Asp n Dr 1 0 I I lI 1232 JP �240 1Cl DIREC I❑NAL BORE #4; STA. 1 20.4± TO S A 6+80± S° PVC 6' J�INIMU H❑RIZ❑NTAL C❑VER Td TOP DISTANCE= GRAD 559.64- i, 2' L.F. INIMUM B❑R I C❑V DIST R TO NCE ALL r 602� UTILI L,F, IES 91D 910 E�1TRY, E =907.5 II j , 905 905 i I EX- 24' STM. R. (VE IFY) EXISTING GRADE 90D - 900 - - - - - MAIN BARE PATH I 895 895 PROP05ED CONSTRUCTION 40` 8" D.1. +00± 1�0 W/NITR[LE GASKETS 1+40 AND 3 ' ± OF 8" OPE TRENC 890 C900 PIVC WATER MAIN 1+40± O 1+70 . PROVIDE 18" IN. OUT X�8�` SIN,SUPPOfT - -- _ I I 890 WITH N EXISTI G 24" W MATE IALS AND NORM S WER OFRE WATE TIGHT COL AR C AND REPLACE AT UPSTREAM I - - - - - - 885 AND D WNSTREAM CON ECTIONS TO UN -REMOVED STM. PPE. - - - - - 885 ABA EX. 8" DONED PVC WATER 6" CIP/DIP WA MAIN (2025 R CONSTRUCTION) - - - z = _ � -r 880 1+00 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 -J c E cc E 0 CL z00Cn i n c O O N .7 i C�V -d D — *- [d O O D1 td Q L N ©_ O 7 c 0-0 co O C ao N O td Cu U23:(L snee 11 EXIS STM MANHOLE ` \ RIM ELEV- 886.42 Cenlral Middle School 12" IN 5E= 881.53 \ \ 4t �RSPC 24" IN W= 881.95 3�5 73S Z�o°� ion °d 880.93 48" IN N= 881.95 % Q��wj �9�' o Past water main \ ` f 45" OUT S= 880.9 1 4 O C 8 sJ�oo 1339 c�Q=J3�1 rO \ repair location \ \� EXIS STM MANHOLE \ - O \ 0' 20' 40' C / \ RiM ELEV- 889.54lb A �� m p 12" IN W= 884.26 "__. �._ / \ 24" OUT SE= 8$3.4E ® \ O 1 3iS, \ N a w erg i� R� I PROPOSED 8" PVC \ Cd INGERSOLL WATER m &FrrA- f - - - i MAIN \ V C rCIO N \\ ONC3 Q\y��0 - P ��O\` '\ \ \ / ` \ \ • `{' 4�, 11+40±, REMOVE & Roc 45 'i�'PC \ SALVAGE EXISTING Dc Od G \AO Q�J ii\ 4j t EI_-V' r379.46 � � � \ HYDRANT ASSE LY P ~/ / �''\, - \ ` AND REPLACE ITH ZAj �aOs \ ] - ✓ �+ �,, Jx, �41 \ NEW HYDRA 3 0 a \ _ �` • �^� -p �� O �� \ \ �3 \� ASSEMBLY �• ,$r_�Ch- lb�`��O�b10 61 ? p L \ J - PROPOSED 8" PVC EDGFWOOD WATER \ x, '00v ,9 . , MAIN ow 4f711 r \ and C16 '0 DIRECTIONAL BORE5 STA. 6+4 .3± TO STA 9+ 6f 8" DR 8 C90PVC ARRIER PIPE 5 t y O _DIRECTlONA Q ` CL M 'Q IN 12 D 18 C9 0 PVC CASINP PIPE 6MIN[ UM COVER TC TOP {RADE, MINIMUM O -p 895 1 BO E #4 COVER T I ALL UTILITIES AND SERVICES HORI ONTAL DISTANCE = 295.7± L.F., BORE 895 N O a LENG H= 30 ± L.F. IRECT ❑NAL QRE #6+ STA.I 9+00± T❑ ST 14+40± - '' PVC 6' MINIMUM 0 OVER ❑ T❑P GRADE, P' MINIMUM COVER TO ALL UTILITIES ❑RIZ❑� TAL N L_ 0 o\EXISTING RADE DISITANCE 540± L.F. WIRE D STANCE = 54 ± L.F, g90 O � I 0 0 CD L L 885 24" STM I 12" 5 M f rl i r, 885 N C II PROPO ED HDD Q 1 1 PROP SED HDD 48' S M i II 1 #6 BORE ATH P880 G O #5 B RE PATH I I 88a _ _ 1 PR POSED HOD �- - 8., SANS--- - 3 #4 ORE PATHC O 875 CUT EMOVE ASING OR -` 8, - - _==�--- --- I _ --- -- --- --- :: 7Ut �' 4- L. co -�---- _8'-SAN _ L 0 C MAE -DRILL -#4-EN NEW �JATER SERVICE T - - � - - - - - - - - - - - - - I OPEN EXCAVATION AT - 6+80± CONNECTION TO NEW CU WATE CASIN FOR I O O EDGE�VOOD 8"I WAT. AND NEW WATEF� SERVIC AT 13 PROPySED 5 ± 8" C 00 PVC TRENCH D WATE MAIN ON57RU T3ON V = 870 NSTALLL WATER T1GHT FIND & 345 ED EWOOD ND 9+12� TO 9462±. C T/REMO CASI FOR NEW WATER SERVI E AND 670 8 D.I.P W NITHILE GAS F ETS SEAL IBETWEE CASING FR M 6+8Dk TO 7 020± AND CARRIER IPES ( SEALS BETWEEN CA,;ING AN n CASING AND CARRIER PIPE (N. SIDE, 0 LY). sheet SIDE, ONLY). CARRIER PI ES N. ND S. u 865 SIDES . j 865 12 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 /\ s I -- — -- -- -- -T PROPOSED 12" WATER MAIN �,I I Ld o ILL.I I 20 40 ` 0- co z m a7 U� m Ln l o Past water main repair location 1407 1413 1419 1425 0 ° 1431 N J 1 I , r` Li l 11+40±, REMOVE & PROPOSED 8" ¢ 00 m X N t ( a � SALVAGE EXISTING INGERSOLL RD. WATER MAIN M II 11 z> Z w T n o m 0 C' I� N H RANT ASSEMBLY AND REPLACE WITH ¢ � w 5 00 n c� I00 00 07 ¢ Irn rl- 00 N W HYDRANT ASSEMBLY x 0 w x to �� 1 li I� � w w LLJ - -� -- r ' 57< O' 0 Sd � SV ��- ,.. — — 4+73.3± HUNTINGTON, 14+49.3± II I --NIVS1�-'I-- - - - - -- - I Ingersoll Rd I INGERSOLL, 12." X 8" CROSS, I B"X6"REDUCE&YDRANT R -----,--'-----------�--- ersoll ,H , ASSEMBLY, S., 12" VALVE E. & I— LC PLC — _1 W.. 8" VALVE N. p ' L 1 4 -00 1408 1414 1420 1426 1432 0 o ----- DIREC I❑NAL. B❑RE 6 ST 9+00I TO S A 14+40± - ' PVC6' MI IMUM COVE R TO TOP GRA E, 2' MINIMUM C❑VE TO ALL UTI ITIES HORIZONTAL B95 DISTANCE[-- 540± LF,!BORE DISTANCE = 5 5± L.F. 895 Of890 890 EXIS ING GR DE C L r CF Huntington Rd. 885 885 1 I T n -77 88D I II I I 880 tulAl BORE PATH I Q 0" STM (TO BE REMOVED BY OTHERS) I 5EX, 12 WAT. (O BE ABANDONED) i -------- --- -- EXIS. 8 SA HDD #6 EHIDS IN 6PEN XCAVATI❑N 870 870 I fl 12n 5AN a65 865 I I i 860 860 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 tv �Acn � c 0 E c O i CC C O O OM 0 fn al O 0 L O i��°' 0 =! O O P. O O 0 0 � V 23:IL snee 13 0 0' 25' 50' 0 Past water main repair location rn ° c o y y I ti W N � m� -- - '-- - - - - -- - - - -- - - - -- -��--- ----- -_ 9e o L1J - my `-- - - - -- ---- ----- -� - d w od Dr 0+00± VALDEZ C REMOVE & SALVAGE EXISTING HYDRANT f - _ co ASSEMBLY & REPLACE WITH NEW FIRE HYDRANT EXIS SAN MANHOLE - �N ASSEMBLY ALL WITH THRUS RESTRAINTS. 3+17.5± VALDEZRIM ELEV= 884.22 Edg,-W f �a6" IN N= 874.37 a' REMOVE & SALVAGE E SUNG HYDRANT ! f d Dr 1 1 B" IN S= 873,37 3956 3946 3940 3934 ASSEMBLY & REPLACE TH NEW FIRE HYDRANT f ' --BOUT E= 873.07 4) •>' NTH ' 3952 ASSEMBLY ALL TH RUST RESTRAINTS. ! C Q) 3928922 f f CONNECT NEW 8" PVC EDGEWOOD I �+ L. m BORE EXIT 3916 WATER MAIN TO NEW VALDEZ 8" 1 ' 1 1 o 0+16f PROPOSED VAL EZ DR. ! f PVC WATER MAIN WITH 5" DIP TEE 1 1 ' I CA Iv s SANI ARY S' WATER MAIN PATH EXIS STM INLET ELEV 886.95 + AND 8" GATE VALVES NORTH, SANITA SERVICE SER CE 12" OUT E= 881.93 ! ! SOUTH & WEST AND FIRE HYD. 45 1 I SANITARY ASSEMBLY WEST. 1 ' I S NITARY SANITARY SANITARY SERVICE ' SANITAR SERVICE SERVICE SERVICE 3960 ERVSCE ss 5 45 s�R+ncR j BORE ENTRY . r I STM MANHOLE , I 1 I k I I I +r 11v ! RIMS 882.89 H W L7 L i__ , �--i_s*.�-- �__---_II � ..� 15" IN N= 878.11 <� per -81S - �- - 1L-T---- --- - I ---�T Y� VL. r I "--rr--_ i� �2 "&Rd 15" IN W- 878.11 w ---�� -� D it f 21" OUT 5= 877.71 a� EXIS SAN MANHOL RIM ELEV= 906.0895 8" OUT E= .0 3959 I I EXIS SAN MANHOLE ' I I RIM ELEV= 887.26 -L'�� - Q Q EXIS SAN MANHOLE 8" IN W= 878.90 n, RIM ELEV= 882.89 I y 8" OUT E= 878.90 ! '3.97 3951 3945 3939 3933 N W OUT N= 873.97 + a ff !! 00 f $' 1 m 3927 3921 I JJ m + 3915 f 1432 !+ Edgewood Dr 3955 II� A f f II!! 0 w IA ! j uj DIRECTIONAL BORE #3: TA, 0+16± TO ST 5+26± 8' P C ENT Y, 12' j 6' MINIMUM H❑RI COVER ❑NTA TO DISTANCE 'IT❑P RADE.I 51QLF. Z' MI14IMUM B❑REDISTANE COVE R TO S LL U ILITI-T 512BOR 90 11 . 905 VPI STA= 0+57.25 1-02.56 2+86.31 3+70,66 900 4+19,47 4+92.31 900 I I GRA E HYDR NT ASSEMBLY AND VPI EL= 894.50 888.53 879.90 877.30 8765 676 41 A 4.23• 4.58' 0.5r 0.40' 1.5• 12 VPC STA= 0+49.85 0+93.98 2+8.87 3+64.88 4+01.04 4+71.18 YDRA 4 695 I VPC EL= 696.V 889.68 88024 877.48 876.6 - - 0" STM T AS5 MBLY I r'; CL EdgeW od 91 5+299 890 VPT EL= 893.57 888.13 979,66 B77.18 B76.49 IBBO.BD rz= zoo• 20D• 10D0� f0D0� 1D00• a0D• i 890 , P OPOS D 58' THE CH _ _ ~ - 70 co P GR �R DC I BO E EXIT, 12' 885 CONSTRUCTION - - _ , , I +2fi EL 83.6t 0000 885 6 WAT R MAI _ _ - - 880 - _ I I R, I ' ' 880 5. PR MAINCO) POSI IB WATR E PAT © - --� - -- `- - '00 i ® 875 I _ _ 5+56± TO 5+8D±, 8" 875 i - = P° SCALE --- J8 - D.DPR GASKEfS 86'±J 8" DR C-90. PVC D EN STM O TRENCHCONS UCTION, 4+70f TO P RTO D+00 D+40 0+80 1+20 1+60 2- 2+40 2+80 3+20 3+60 4+00 56± AN 4+40 5+80t TO 5+ 7± 4+80 5- 5+60 N84 W 1. 6+00 ENITMRILE 870- A5 N w n o z a C N CL O CV)C p N 'U-j i N M Iz L m O 0 - aj QCd c = r>d O O j`C O"Q L. 0 cd CO L O f� CO W UI6- sheet 14 — I PROPOSED EDGEWOOD 8' WAT. i o P&M water main repair location I r I O w I cil i 0 1431 Edgewood ► i � a' 20' 40� ', � ...� (U PROPOSED INGERSOLL 8' WAT. I ° j 0 ff I I ► ►I1 6, j I I ► 1432 Ingersoll � l C � IIngersollo C,° I 1431 EXIS STM MANHOLE I O 1432 + ai j--, _ � ► 5 {jI RIM ELEV- 562-97 (Peterson) I I rV�O Edgewood Dr I I I 15" IN N= 878.40 4+73.3t HUNTINGTON, 14+49.3+ ao' IN E= 878.29 1 1+00i HUNTINGTON, 17+03t ► INGERSOLL, 12' X 8" CROSS, 30° OUT w= 8711.29 TO BE REMOVED BY OTHERS PI�T�=5+69.5 EDGEWOOD, 12- X 8" TEE, 8"X6" I 8"X6" REDUCER &HYDRANT i45R REDUCER & HYDRANT ASSEMBLY, ► + ► ASSEMBLY, S_, 12" VALVE E. & 6+�8.8 Ext, Entry S_, 12" VALVE E., 8" VALVE N. ► I RgPO D HUNTINGTON 12' WAT. A'•, 8" VALVE N. y y _ EXIS STM MANHOLE I I EXIS STM RCBC 10' X 61P.r. ; ► RIM U�w 8 4.1 FL= 8?4, } 1 TO BE REMOVE© BY OTHERS STMJNTURIED I 30" OUT E— 87E;. 5CL (TO BE OTHM) mow. ►�� ;� —��—� ■nl,�i a►�...��u ��>f��e�1im'•i� — �,I OF v \w: v r v ► •y.. ■v ►ice v ,11 �;+: �II�H Q�s.�...�.�.�_,��.�' _� -- MANHOLEEXIS. STM PI STA=5+89.87 nfin'••a 1 .� • .1 __..ry X. 30YRCP _CST S3 -3 RCP' ULVERT GAS EL€V 877 3 _ EXIS STM RCBC 10' X.5' - FL= 87,3.18�� -- --- EXIS 5A `M RIM ELE 1: 12" IN N= . 0 12" OUT E= 869,70 2825 HUNTINGTON 2706 HUNTINGTON AS ��LAS _ 1 WA-�+�� _ S VMA OLE I .49R2-OUN.30 12TE= 867.30 DIRECTIONAL BORE 7: STA. 6+28.8t E T.t TO STA 1 OOt, ',12" DR18 C900 PVC jCARRIE PIPE IN 16" DR18 C900 PVC GA LNG PIPE 6' MIINIMUM COVER TO TO GRADE, 2' INIMUM COVER TO AL UTILITIES AND 890 SEW ICES HIIORIZONSAL DISTANCE = 528. # L.F BORE LENGT = 533� L.F. i 1 I 890 j 0, —EXIST NG GRA E —FUTURE GRAD (BY OTHERS) z ~ EX1IS. 15" SrM (TO E 8$O FUTURE 18" STM I ' REMOVED Y OTHER) 8$0 00 I n BY OTH RS)� a Po L Ij UTURE �s 24" TM (BY OTHERS J 870 EXIS STM RCB FL 10' X 874.2 � +69.5±_ 1. 45' RT, DVIact TIE—IN TO—/ ucur' 870 +73.3 IE—IN T INGER OLL CON TRUCTION, INSTALL 8" C990 PVC, UT RE OVE WATER TIGHT LINK SEAL 1+00, HDD 97 ENDS 1N OPEN EXCAVATION,', CASING' AND INSTALL WATER BETWEEN 16" CASING AND TIE-IN TO NEW EDGEWOOD S' C900 PVC.1 TIGHT (LINK SEALS BETWEEN 12" CA RIER PI E W. SIDE. INSTALL WATER TIGHT UNK SEALS BETWEEN' CASING AND CARRIER PIPES CASING AND CARE IER PIPES E SIDE). HDD #7 BOR PATH E. AI JD W. SIDES). 860 860 i I 850 I 850 + + + + + + + + + + + + + + + + + f c c W 9 c E �t Q1 3 O cpc0 N Q3 w ad 0 C ed Q L. O = 0 O 0 3) � k E O a`cC 0 a-000 rn m � y O 0 � 0 U2DL3: snee 15 o Past water main repair location E Cd cIc 9+28f, REMOVE do SALVAGE EXISTING i 0' 20- 40' HYDRANT ASSEMBLY AND REPLACE WITH o1 I 2600 Huntington NEW HYDRANT a (Conrad) ASSEMBLY Waterloo Community Schools W a �\C`�t5 PI STA=9+70-70 c C Q} PI STA=5+69.5 4S' RT PI STA=7+44.10 3' 27 RT a 40 V - C , 6+28.8Ext, Entry 3' 27' LT PROPOSED HUNTINGTON 12' WAT. 9 U c ; > M- o COc CO a CLa 4F— - r o _ t- INA _.- = - - J" -A PI STA=5+89.87 M 44. 49' LT 11 _-- 2A1��-------- ----- - —Hunth------- --�_�-— �_ --" a ----- - EXIS SAN MANHOLE p RIM ELEY= 8,95.42�— 12" OUT = 67.30 S GASGA __ z---_ - - -- A GAS - - — �lAS _._ `GAS GAS AS 5 4 s NHOLE '^ -'RIM ELEV= 878.2 12". IN W= 866.66 12" OUT E= 866.66 DIRECTIONAL ORE DIRECTIONAL BORE 8: STA 10+4(t EX T a TO TA 5+90t, 1 " DR1 C900 PVC 6 - o MINIMUM COVER TO TOP G ADE, 2 MINIM M COVER TOIALL U ILITIES AND SERVICES HORIZONT,L DISTANCE — 450t L.F., BORE LENGTH= 453t L.F. OPEN TRENCH CONSTRUCTION: STA. 9+76t IEXT.t TO STA 17+98'112 , 8$0 _ 890 TO'P GRAIJE, 2' I'INIMU COVED TO ALL EXIS NG GRADE UTILITIES AND . ERVICES HORIZONTAL DISTANCE = 822t L.F. d 6+28.s E T., 7 26' m a r. 880 1 HD_ D 7 ORE ENTRY I i 880 z 0 A 1 DD 8 BODE ENTRY N 0 1' , .c L FUTU E GRADE N Q (BY)THERS) L- ca O HDD #8 ENDS IN t -- OPEN EXCAVATIONCd N — L 870 87 0 HDl #8 ORE PATH c 3::_ PROPOSED 2 't 12" Q L- Q1 W C900, PVC TR NICHED °0 O WATER MAIN 0 2 � CONSTRUCTIO , 5+69 # — -� CL 880 TO 5+90f. I I 860 j c "0 ad 0 cm I C I I c 0 0 cu co Ufa: L sheet 11 850 1 1 1 1 1 t- 850 16 5+50 6+00 6+40 6+80 7+20 7+60 8+00 R+4n R+Rn "gn in+nn in�dn in�Rn 11+20 ii�an li s PROPOSED 12' WATER N BORE PATH _� - - --- -- - -« - 0 --"— R - - - - - - -- Dr 0 m _ m Katoski W a mz -T�aoski Dr. D »a �� - _ - � � z V J[�DQ = � ---_ ---- -- - rnmirr Do- ao co m i - — — - - C OD -3c15� cd b3> [ =n 9-9 8'IflF�Tfi' WATr7P MAIM O _ AT[ON FROM ONECALL MAPS 64 +61±, END BASE—s WITH THRUST RE_ o NEW HYDRANT — — ��..YP. RCBC_.(B OTHER ' Ho r� �s wv c p ftiND Or PROP ED 6" W TEA R - MAIN BORE PATH cu 1{I I w c i 13 D ~f - DIRT PILE ---- R W PI 5TA=64+72.19 1'15' LT g a 62+77t (N-S). 20+12.4. E-W p• 20 40' W 12' X 16" TEE, 12" GATE VALVE W., 16" PROPOSED 16" WATER G 60+00±, BORE ENTRY, 16" I I I GATE VALVES N. & — MAIN BORE PATH, PROP. 16" ENDCAP WITH THRUST RESTRAINT �`- WAT. CA IS 5.5' FROM PUSH AND NEW HYDRANT I I ` / POLE BOT. AND 7.5' FROM 2+34 TIE-IN TO EXISTING 12" WAT, KATOSKI R/W. } 1 " 12" TEE, 12" VALVE E. 16" VALVES 1 i N. & S., FILL EXISTING 12" WAT TO THE 4 WEST W/CELLULAR CONCRETE E IRECTIONAL BORE #1 S A. 60+ t 0 Si A 4 64t, 16" DR18 C90 PVC ' MINI UM O m atl p1 COVER TO TOP GRADE, 2' M NIMUM I COVER TO AL UTILITIES AN SERVIICES HdIRIZONT L E O. O Cr)70 DISTANCE= 46, L.F., ORE L NGTH= 466f L .F. j 870 d � L 64+ 1 t BE IN ALT RNATE' A 16" N• O 0 PVC OPEN RENCH WATER MAIN 0 rA 865: CONSTRUCTION 865 N L w p PROPOSED 'FINISH GRADE 4+64t, 1230' L +� f�DD#10 L -m 860 A j BORE EXI 860 L. 0 6 +00f, 8" I c Y HDD BORE #10 ENTRY i Q L O 855 855 IL °� II 850 i gyp I C �• L. OD I n +01f 0 64+6 t 16" 64+61t, INSTALL END AP, END BASE BID ) C V PROPOSED 1 WATER MAIN WATER MAIN OPEN CONSTRUCTION ENCH AND BEGIN ALTERNATE CONSTRUCTION OF NEW B. OPEN 16" PVC TRENCH WATER 0 d) aG 0 0 2 845 BORE PATH BASE Big) 845 60'f, OPEN TRENCH COI STRUCTI NEW 16.LPVC WATER MAN WITH N OF NDCAP l sheet 840 AND NE. HYDRANT AT d0+00t i 840 19 EXISTING GROUND SURFACE 12" TOPSOIL STRIP, SALVAGE, STOCKPILE AND RESPREAD WIDTH �� (INCIDENTAL TO SEWER CONSTRUCTION) 12" I0[0Itls: 1. EMBEDMENT MATERIAL (CLASS 1, 1" CLEAN) BEDDING EXCAVATED TRENCH WIDTH FINAL HAUNCHING AND INITIAL BACKFILL TO THE NOTED THICKNESS ABOVE BACKFILL THE TOP OF PIPE SHALL BE CLEAN CRUSHED STONE FREE FROM CLAY, (VARIABLE) LOAM AND DIRT AND DISINTEGRATED STONE PLACED IN 6" MAXIMUM LIFTS COMPACTED TO A MINIMUM DENSITY OF 97% OF MAXIMUM CONSOLIDATION IN ACCORDANCE TO ASTM D698 OR AASHTO T99. PIPE WIDTH 2. IF FOUNDAT10N MATERIAL IS REQUIRED BY THE ENGINEER DUE TO UNSTABLE IT SHALL BE 1-1/2" CLEAN CRUSHED STONE AND IT SHALL BE MEASURED AND PAID FOR SEPERATELY IN ACCORDANCE WITH THE APPLICABLE UNIT 12" COVER PRICE BID. ALL OTHER EMBEDMENT MATERIAL SHALL BE INCIDENTAL TO APPLICABLE SEWER CONSTRUCTION ITEMS. CLASS 1 BEDDING AS PER SUDAS FIGURE PIPE SPRINGS 3010.103 FOR CLASS F-3 3. FINAL BACKFILL SHALL CONSIST OF SUITABLE TRENCH EXCAVATION MATERIALS ZONE TRENCH BEDDING AS APPROVED BY THE ENGINEER, PLACED IN MAXIMUM 8" LIFTS AND COMPACTED COMPACTED TO A MIN. OF 97% OF STANDARD PROCTOR DENSITY AT —2% TO +3% OF OPTIMUM MOISTURE FROM 12" ABOVE THE PIPE TO THE TOP OF THE SUBGRADE. 4" MIN. FOUNDATION 1/2DCt AN 1TYPICAL DETAIL: WATER MAIN (IF REQUIRED BY BEDDING AND BACKFILL F❑R OPEN —CUT TRENCH OWNER'S REPRESENTATIVE) C❑NSTRUCTI❑N OF BEDDING AND BACKFILL FOR C900 PVC EkS 6" CIP/DIP WATER NEW WATER 8" PVC MAIN FROM NEW 8"J EXPOSE ENOUGH EXISTING WATER MAIN TO VERIFY CATE VALVE TO 6"X8" REDUCER TO BE PROPER TIE-IN LOCATION FOR A LIVE TAP OF THE PAID FOR UNDER ITEM FOR "WATER MAIN, NEW 8" PVC WATER TO EXISTING 6" CIP OR DIP 8" DIA., C900 DR18 PVC, BY TRENCHED WATER MAIN WITH 6" APPROVED STAINLESS STEEL CONSTRUCTION". MJ TAPPING SLEEVE, 6" MJ GATE VALVE, 6"X8" REDUCER AND NEW B" MJ GATE VALVE, ALL WITH w THRUST RESTRAINT. a ALL OF THIS WORK AND MATERIALS ARE TO BE PAID FOR FOR EACH "LIVE TAP TO EXISTING WATER MAIN" d ITEM. z LIVE TAP TO EXISTING WATER MAIN DETAIL SCALE: NONE ADJOINING EXISTING PAVEMENT, EXISTING PAVEMENT OUTSIDE OF TIE-IN EXCAVATION AREA. DO NOT DISTURB. 7,5' MATCH DEPTH SAW -CUT ADJOINING JOINTS .................... p v vvvvvvvvv v vav v v v v v v v v v v O v v O v v O v v v v v v v v v v v v vvv v v v v v l COWACIFO mmm ymm p p p p p J vvv vvvvavvvavvvvvvvvvvvvvvvvavvvvvvvvvvvvv SUggA,SE vovvvvvvvvvvvvvvvavvvvvvvvvvvovvvvvvvvvvvvvvav ADJOINING UNDISTURBED SOIL THIS DETAIL IS SHOWN FOR WATER I I I� II MAIN CONSTRUCTION THAT —fI(- PARALLELS CURB LINES, HOWEVER. II= I STREET PAVING RESTORATION FOR IF WATER MAIN CONSTRUCTION THAT -II CROSSES EXISTING PAVED STREETS LONGITUDINALLY EITHER COMPLETELY II OR PARTIALLY SHALL BE CONSTRUCTED IN THE SAME MANNER. ADJOINING UNDISTURBED SOIL MEASUREMENT AND PAYMENT SHALL BE BASED UPON THE SQUARE YARDAGE OF EXISTING COMPOSITE STREET PAVING REMOVED AND REPLACED SAME MA 95% STD PROCTOR DENSITY AT -2 TO +4% OFCPTIMUM MOISTURE IN 9" (MAXIMUM) LOOSE IICKNESS LIFTS TO WITHIN 24" OF SUBBASE At IE TOP 24' AT 98% MINIMUM DENSITY AT -2 ' TYPICAL PAVEMENT REM❑VAL AND REPLACEMENT DETAIL PAYMENT FOR ALL WORK SHOWN IS TO BE INCLUDED IN THE REMOVE AND REPLACE EXISTING STREET PAVEMENT BI➢ ITEM ADJOINING UNDISTURBED SOIL �wcn Ir d a o CV O N W O CID C cd IZ C O U 7 I` C O C L cd co a co r■ SCALE, NON E 1 l 24 6" THICK CLASS M-4 PORTLAND CEMENT CONCRETE PAVEMENT, MEETING SUDAS REQUIREMENTS. FULL —DEPTH SAW —CUT EXISTING PAVEMENT AT EXISTING JOINTS AND CONNECT TO EXISTING PAVEMENT WITH TYPE BT JOINTS AND CONSTRUCT TYPE L OR KT JOINTS AT LOCATIONS OF ALL OTHER EXISTING JOINTS. MATCH GRADE AND SLOPE OF ADJOINING PAVEMENT EDGES. 6" COMPACTED THICKNESS OF MODIFIED SUBBASE MEETING SUDAS REQUIREMENTS OVER SUITABLE EXCAVATION MATERIAL COMPACTED TO 98% STD PROCTOR DENSITY AT —2 TO +4% OF OPTIMUM MOISTURE SUITABLE EXCAVATION MATERIAL COMPACTED TO 98% STD PROCTOR DENSITY AT —2 TO +4% OF OPTIMUM MOISTURE TYPICAL P,C,C, DRIVEWAY AND STREET PAVEMENT REPLACEMENT SECTION SCALE: NONE 4" THICK CLASS M-4 PORTLAND CEMENT CONCRETE PAVEMENT, MEETING SUDAS REQUIREMENTS. FULL —DEPTH SAW —CUT EXISTING PAVEMENT AT EXISTING JOINTS AND CONNECT TO EXISTING PAVEMENT WITH TYPE BT JOINTS AND CONSTRUCT TYPE L OR KT JOINTS AT LOCATIONS OF ALL OTHER EXISTING JOINTS, THICKEN EDGES TO 6" WHEN ABUTTING 6" THICK THICK SIDEWALK (INCIDENTAL), SUITABLE EXCAVATION MATERIAL COMPACTED TO 98% STD PROCTOR DENSITY AT —2 TO +4% OF OPTIMUM MOISTURE TYPICAL 4" THICK P,C,C, SIDEWALK DETAIL FOR AREAS THAT D❑ NOT HAVE WATER MAIN VALVE BOXES LOCATED IN THE SIDEWALK SCALE: NONE 6" THICK CLASS M-4 PORTLAND CEMENT CONCRETE PAVEMENT, MEETING SUDAS REQUIREMENTS. FULL —DEPTH SAW —CUT EXISTING PAVEMENT AT EXISTING JOINTS AND CONNECT TO EXISTING PAVEMENT WITH TYPE BT JOINTS AND CONSTRUCT TYPE L OR KT JOINTS AT LOCATIONS OF ALL OTHER EXISTING JOINTS. 3" COMPACTED THICKNESS I MESAL HMA PAVEMENT, 1/2" MIX, SURFACE COARSE 6" COMPACTED THICKNESS OF MODIFIED SUBBASE MEETING SUDAS REQUIREMENTS OVER SUITABLE EXCAVATION MATERIAL COMPACTED TO 98% STD PROCTOR DENSITY AT —2 TO +4% OF OPTIMUM MOISTURE SUITABLE EXCAVATION MATERIAL COMPACTED TO 98% STD PROCTOR DENSITY AT —2 TO +4% OF OPTIMUM MOISTURE TYPICAL HMA OVER PCC C❑MP❑SITE STREET PAVEMENT REPLACEMENT DETAIL SCALE: NONE 7.5" THICK HMA CONCRETE PAVEMENT, MEETING SUDAS REQUIREMENTS. FULL —DEPTH SAW —CUT EXISTING PAVEMENT. 2" COMPACTED THICKNESS, 1/2" MIX SURFACE COURSE OVER 5.5" COMPACTED THICKNESS 3/4" BASE COURSE, 1 MESAL HMA PAVEMENT, MATCH GRADE AND SLOPE OF ADJOINING PAVEMENT EDGES. 8" COMPACTED THICKNESS OF MODIFIED SUBBASE MEETING SUDAS REQUIREMENTS OVER SUITABLE EXCAVATION MATERIAL COMPACTED TO 98% STD PROCTOR DENSITY AT —2 TO +4% OF OPTIMUM MOISTURE SUITABLE EXCAVATION MATERIAL COMPACTED TO 98% STD PROCTOR DENSITY AT —2 TO +4% OF OPTIMUM MOISTURE TYPICAL H,M,A, STREET PAVEMENT REPLACEMENT SECTION SCALE: NONE 4a 6" THICK CLASS M-4 PORTLAND CEMENT CONCRETE PAVEMENT, m MEETING SUDAS REQUIREMENTS. FULL --DEPTH SAW —CUT EXISTING PAVEMENT AT EXISTING JOINTS AND CONNECT TO EXISTING PAVEMENT WITH TYPE BT JOINTS AND CONSTRUCT TYPE L OR KT JOINTS AT LDCATIONS OF ALL OTHER EXISTING JOINTS. IIII�1111=III SUITABLE EXCAVATION MATERIAL COMPACTED TO 98% STD PROCTOR DENSITY AT —2 TO +4% OF OPTIMUM MOISTURE TYPICAL 6" THICK P.C.C. SIDEWALK DETAIL FOR AREAS THAT HAVE WATER MAIN VALVE BOXES LOCATED IN THE SIDEWALK SCALE: NONE snee 25 POLYETHELENE TUBE &IiD PIPE STEP 1 PLASTIC ADHESIVE TAP PIPE POLYETNELENE TUBE STEP 7 LAS11C ADHESIVE TAPE l\ / `POLYETHELENE TUBE ✓ STEP 3 L Place tube of polyethylene naterlal on pipe prior to I .... wg It into the trench. E. Poll the tube over the length OF pipe. secure tube to plpe at J.Int. Fold materlal ar and the adjacent sell end and wrap with pl—dr adhesive tape to hold the plastic tube In piece. 3. Overlap First tube with adjacent tube and sre ecu .Ith tape. Loosely c r the pipe with polyethylene tubing. Neatly draw upee nciterl t or and the pipe barret, Fold on top of, and secure with tope. 4Wrap Iron pipe fittings, Including valves and hydrants. with polyethylene material. Extend the rapping at least I' beyond the fitting joints onto the ¢dJ.II pipe and fasten to the plpe with {ape. Use tape as needed to hold wrap in place. 51 Polyethylene material shall be d MIL thick and blue In Color. 6. Polyethylene material shall be Installed in accordance with AWWA Standard C105. NOTE: POLYETHYLENE WRAP TO BE INSTALLED ON DUCTILE IRON PIPE. FITTINGS, BELOW GRADE HYDRANT MATERIALS AND VALVES ONtY. Dndkturhed Poling Thmst Block gal O •-O'.' T Bearing Surface :•p• Q` (5- Tabu) water M.in TYPICAL SECTION TEES 7 ;n CROSSES TYPICAL PLAN BENDS r / DEAD ENDS v!n 'll .r. POLYETHELENE WRAP IS REQUIRED ON DUCTILE IRON PIPE, VALVES AND FITTINGS, ONLY. Extend thrust blocks to undisturbed soil. Excovation into trench wall may be necessary. Form vertical surfaces of poured concrete thrust blocks except on hearing surface. Encase all Fittings in polyethylene wrap. Do not allow concrete to directly contact pints or fitting bolts. Diameter of MINIMUM BEARING SURFACE (sf) Pipe, D Bends Tees and (inches) Dead Ends I1.25° 22.5° 45° 1 40° turn surface area based on water pressure of 150 and allowable sail pressure of 1,000 psL CHANGES IN PIPE DEPTH Elbows with Restroined Joints Poosshle Pipe Structure mia118�, m} in. strops ELEVATION Thrust Ulock Tdrnbackle b O % 3/4 Dgth of Concrete Hook:' �~§ m�a�:_ L SECTION A —A POURED CONCRETE THRUST BLOCK DETAILS TOP OF FINISH GRADE ti ,.---�COMPACTED 9ACKFILL 4" THICK RIGID, EXTRUDED POLYSTYRENE BOARD INSULATION, 5.0 R. THERMAL RESISTANCE, 48" X 96" SIZE, 25 PSI (MIN.) COMPRESSIVE STRENGTH, 0.1% (MAX.) WATER ABSORPTION, BY VOLUME, PER ASTM D2842. 4' 12 r� �OMPACTED BACKFILL " -WATER MAIN INSULATION MAY ALSO BE REQUIRED UNDER THE WATER MAIN, AS DETERMINED BY THE ENGINEER AT TIME OF CONSTRUCTION. TYPICAL DETAILI WATER MAIN INSULATION SCALE: NONE DEAD ENDS (ALTERNATE METHOD) Use only when allowed by the Engineer, or when specified in the cantauct documents. IAe tlaniwl Joint Restrained Cop =¢ •-:`� Retainer GI r , -, s Possible valve WN. 15x D ta" mi Block PLAN Trench i Retainer Gland a,trti.ram ads"tea l/ Mtn. 1.5 X SECTION B—B 0 C. u� 8 c no � N 0 0 I d] m � N x� m v 6 o a i, mCla CN W m, a� T N DIN m of N if r Za snee Hydiranq ff g 0h@OO b@ @ Ro®on bgacO3@% oIF EIPPT@W@dl @qu@O°_; 2fiend tracer woes up Tracer Wire Apse Box. (Use adjustabie height, SNAKEPff madu0 by COPPERHEAD or approved equal). Box cover to he \ stamped 'WATER". n Tracer cone ghMgq b0oc�Cs POUNdl aadflO dbWAnd wl no woo ° 4 a -------------- ° 4 e d ° 4 a a d LI LI LI ©RrJ V Ir AM E 11LllJBL LI NOTES-. 1. WATERLOO, I& SPEC IFOCL^17MNS G�li ATER OOMS M']n R-57 OR C LOO W MECALLOOa a-lD R ^ a4g l�Mn TH FACGTOG3V ° PLLOED EPOK? PAINT IN RG°QG=E7V BLUE, L�nMOTH G=OBEROL SS FLAGS, AH0 WOTHOU T CHGd NS, ARE REQMORED° O 2° INSTALL 7Ra C ER nWIRE AB SHOWN ON DRLal�li OaG. S. APPLY POLYETHYLENE 7LENE EEC ASEREHY Oa POPE, VALVE, MWLME EOM{, F003E HYDD R° HT,AND Forr ans. 6° ALL ITEMS OF WORK RK SHOWN ON THE BE -TAIL, ONCLMDD OM0 THE 6%HC HDR TEE AND THRUST BLOCKa ARE TO DE ONC LUDED HIM THE HT29^ T A82EO BLY BOB 17EMa 3. USE C d DELUK, OR APPROVED ROVEDD EQUAL, HYDRANT O ANT O POEL 40 MEET OPEGOIFOED TOLERANCE BETWEEN BOOTTOM OF PLANOE AND O HKHS ;I BR&OFa HYDRANT EhTEHOHONS ARE PROD KOBETEDo 3. V4" BURY DIE 7l H MMLE88 OO THEO3MSE O nMDOC A72DD 003 APPROVED BY OWNER. Llukkn@S hog wwn btEom of ff ongs --ond lntz adl Umids 6t 3 inch -54-1 inch �iL=5A7 ffoquWd Ah o Q EjgG2 yH(R) 8 ahwk gQvaQ� w to @dwn poc [k O yd mRR oc w@H 0h@OO Ib@ WmdsDoh op spPmmod Qquao e8 00di L @Qft Finished —Road bolt QmQurg ko qmd(%� HYDRANT ASSEMBLY DETAIL Water main trench main C @nr,mu 4hTw;q blogk P*UF8d] �ggshgR Un- dktuuu Wd1 zou0 February 25, 2026 O cn m = 03 O CL (D c 0 04 L Ca D 0 c °? 3 C6 Q L O = 4i v O c O 00 U=3p snee 27 Extend tracer wire(s) up Tracer Wire Access Box...-.. ox. -di—Hydrant Barrel (Use adjustable height model by VALVCO or approved equal. Cover to be stamped "WATER") Splice as required II "Hydrant Valve rNew Main Install an approved copper. ground rod at system terminal poin ts. Tracer wire. Fasten to midpoint of each pipe with plastic tape `Splice as required (Use wire nut, set in 3M, Valve - Do Not CIBR-6 low voltage watertight run tracer wire splice device) up vafve box Existing pipe Install an approved copper fitting TRACER WIRE DETAIL ground rod at system terminal points. TRACER WIRE TEST STATION AT HYDRANT Extend tracer wire up hydrant barrel to tracer wire station to internal terminals. Splice as required TRACER WIRE SYSTEM GENERAL NOTES TWD (2) SINGLE STRAND TRACER WIRES SHALL BE INSTALLED WITH ALL WATER MAIN ON THIS PROJECT. THE WIRE SHALL BE INSULATED, COPPER, SINGLE STRAND, AWG 12 (MINIMUM) GAGE, BLUE COLORED TW, THW, THWM OR THWN, OR APPROVED EQUAL, THIS TRACER WIRE SHALL BE ATTACHED TO THE SIDE OF THE WATER MAIN AT ITS MI➢POINT, OUTSIDE OF THE PIPE'S POLY WRAP, WITH PLASTIC TAPE. THE TRACER WIRE SHALL FOLLOW ALL NEW WATER WAIN AND APPURTENANCES AND SHALL BE LOOPED TO THE SURFACE AT ALL NEW AND RELOCATED FIRE HYDRANTS. SAID LOOPS SHALL BE EXTENDED TO THE SURFACE INSIDE AN ADJUSTABLE HEIGHT VALVCD TRACER WIRE ACCESS BOX OR APPROVED, SET VERTICALLY AND FLUSH WITH THE GROUND AT THE HYDRANT BASE AT Al NEW AND RELOCATED FIRE HYDRANTS CONNECT TRACER WIRE TO TERMINALS, ALLOWING 12- OF ADITIONAL WIRE IN THE BARREL OF THE ACCESS BOX. THIS WILL REQUIRE MULTIPLE LOOPS TO THE SURFACE WHERE NEW WATER MAINS CROSS OR CONNECT SUCH AS AT INTERSECTIONS, THE TRACER WIRE SHALL BE INSTALLED WITH A MINIMUM NUMBER OF SPLICES. SPLICES SHALL BE MADE WITH WATER —TIGHT DEVICES SPECIFICALLY MADE FOR THIS PURPOSE THAT ARE PRE — APPROVED BY THE ENGINEER. THE CONTRACTOR ID TO EXERCISE CARE TO PRESERVE THE INTEGRITY OF THE TRACER SYSTEM AND SHALL CONDUCT TESTS AFTER FINAL BACKFILL TO TEST AND INSURE THE CON➢UTIVITY OF THE SYSTEM, TRACER WIRE DETAILS FRONT ant Harrel Install an approved 3/8" x copper ground rod with cops ,Hydrant Valve New Main attaching clamp at syst „ r terminal pair C: . Install an approved 3/8" x 5'�r TRACER WIRE TEST STATION DETAIL copper ground rod with copper attaching clamp at system Tracer wire. Fasten to midpoint terminal points. of each pipe with plastic tape Splice as required GENERAL NOTE: Valve - Da Not (See splice detail) run tracer wire EXERCISE CARE TO PRESERVE THE up valve box INTEGRITY OF THE TRACER WIRE Install an approved 3/8" x 5' copper INSULATION. Foisting pipe round rod with copper attaching clam and fitting 9 PP 9 P at system terminal points. AC W E Q 3 IL CC (O ,C 00 04 L— Cd O i ad O c O = V O iC at7 O � U=gyp snee TRACER WIRE DETAIL C �7 Method A: Stc-by-,tep Installation Guide. Although ANSIJAWVA C105/A21.5 includes three different methods of installing polyethylene sleeving, most utilities and contractors prefer to use some form of Method A. Two popular forms are explained in detail below. Method A- Norinal Dry Trench Conditions r Step 1. Cut a section of polyethylene tube approximately 2 feet longer than the pipe section. Remove all lumps of clay, mud, cinders, or other material that might have accumulated on the pipe surface during storage. Slip the polyethylene tube around the pipe, starting at the spigot end. Bunch the tube accordion fashion on the end of the pipe. Pull back the over- hanging end of the tube until it clears the pipe end. Step 2. Dig a shallow bell hole in the trench bottom at the joint loca- tion to facilitate installation of the polyethylene tube. Lower the pipe into the trench and make up the pipe joint with the preceding section of pipe. 'Ie�.Nor Step 3. Move the cable to the bell end of the pipe and lift the pipe slightly to provide enough clearance to easily slide the tube. 22 Spread the tube over the entire barrel of the pipe. Note: kfalze sure that no dirt or other bedding mates ial becomes t aPPed between the wrap and the pipe. Pon Step 4. Make the overlap of the polyethylene tube by pulling back the bunched polyethylene from the preceding length of pipe and securing it in place. Note: The polyethylene may be secured in place by ushig tape or plastic Cie straps. s +- Step 5. Overlap the secured tube end with the tube end of the new pipe section. Secure the new tube end in place. Step 6. Take up the slack in the tube along the barrel of the pipe to make a snug, but not tight, fit. Fold excess polyethylene back over the top of the pipe. 23 Step 7. Secure the fold at several locations along the pipe barrel (approximately every 3 feet). Step 8. Repair all small rips, tears, or other tube damage with adhe- sive tape. If the polyethylene is badly damaged, repair the damaged area with a sheet of polyethylene and seal the edges of the repair with adhesive tape. r Step 9. Carefully backfill the trench according to the procedures in AWWA C600 Standard. To prevent damage during backfilling, allow adequate slack in the tube at the joint. Backfill should be free of cinders, rocks, boulders, nails, sticks, or other materi- als that might damage the polyethylene. Avoid damaging the polyethylene when using tamping devices. 24 93 C CO Uk�n c a� � U L CL 4) (Lcc 0 0 0 a� 0 a� m a and sne 29 Inlet Inlet i Inlet Protection 1 Inlet Pr ction Wet 80' Wattles 100' Wattles I I I I 1. a' too' 200' F= Protection NOTES FOR WATTLES AND INLET PROTECTION: 7 ONLY ITEMS INSTALLED AND MAINTAINED AND MEASURED FOR PAYMENT FOR EROSION CONTROL AT BACK OF CURBS, EDGES OF PAVEMENT AND ALONG DRAINAGE WAYS AND FOR INLET PROTECTION, AS SHOWN IN THESE PLANS, WILL BE etf Prote tion MEASURED FOR PAYMENT BY THE WWW. ITEMS INSTALLED FOR EROSION CONTROL AT j EXCAVATION STOCKPILE AREAS ARE SOLELY THE I 1 CONTRACTOR'S RESPONSIBILITY AND WILL NOT BE I I' PAID FOR BY THE WWW. SAID WORK SHALL BE p INCIDENTAL TO THE THE CONTRACT AND SHALL .ec I NOT BE PAID FOR BY THE WWW. t Prott ALL OF SAID WORK SHALL BE INSTALLED WITHIN I1� 24 HOURS OF THE TIME FIRST INSTRUCTED BY THE OWNER'S REPRESENTATIVE. In t Protection I _F ' f' I t I I F Id I Inlet Protection100' Wattles j u ,,4' Wattles /r_1 /-130' Wattles 1-620' Wattles I , 210' Wattles 280' Wattles 1,070' Wattles Alternate A Base Bid -_�TiningTon�d-- 465' Wattles ,.0 p ail N rn c o L 3n � o -0 m � N C m � W on co m� � o0 � N _ m W U CD a� O a> o� 47� a 0 ia C N � U z C 3 O co C 0 N 0Cd c o_-� Ld O cis c i 3: IL Cda L— FL 0 O O = C C Ou C 4-3 C O C L N '55 O H3O