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HomeMy WebLinkAboutWayne Claassen Engineering and Surveying, Inc.-3/16/2015Iowa Department of Natural Resources Wastewater Section Construction Permit Application SEWAGE TREATMENT AGREEMENT INSTRUCTIONS This agreement must be executed for all projects where construction and sewage treatment will be provided by different parties; i.e., a private subdivision connecting to a municipal system. This agreement must be executed by the parties who are owners at the time the permit is issued, regardless of whether title to the proposed construction project will be transferred after completion of the project. This agreement is not necessary when a contract for sewage treatment already exists; i.e., service contracts between municipalities. However, the Department of Natural Resources must be informed in writing that the contractual agreement does exist. APPLICANT ENGINEER OWNER Midwest Development Co. FIRM Wayne Claassen Engineering and Surveying, Inc. ADDRESS 411 161 Ave. SE, Suite 410 ADDRESS P.O. Box 898, 2705 University Ave., Waterloo, IA 50704 REPRESENTATIVE Frank Bellon TELEPHONE 319-363-3444 PROJECT OFFICER Thomas J. Noonan, P.E. TELEPHONE 319-235-6294 PROJECT IDENTIFICATION Audubon Heights 5th Addition OWNER AND SYSTEM RECEIVING WASTES City of Waterloo, Iowa CERTIFICATE I am the authorized representative of the owner identified above and state that the proposed sanitary sewerage facilities shall be constructed in accordance with the plans and specifications and all wastes contributed by this project shall be discharged to the treatment system identified above. SIGNAT th 40-- TITLE VI- /0.4 a� I.� ..,... - DATE ?- '-f- AGREEMENT TO PROVIDE SEWAGE TREATMENT I am the authorized representative of the owner of the system identified above and state that the connection of the proposed sanitary sewerage facilities identified above is approved by the owner, and that the owner accepts responsibility for providing adequate treatment of all wastes contributed by this project, in accordance with the provisions of Chapter 455B, Code of Iowa, and the rules of the Department of Natural Resources. This agreement shall not be construed in any way to affect any local ordinances, sewer service agreements, or fee systems entered into between the parties. SIGN , ■" •+ 7 TYPED OR PRINTED NAME E ri\C,S� C1- C io„.(-1/N, TI E PHONE NUMBER DATE DNR form 29 (Nov 00) 542-3219 pPS- INO HCALE‘11Z MUM",10}I „: NORTH 44117'‘N-4\aq AEMPIMik 0 INIVA eAPAraililiAL MIERIIMPAM Ell Construction Plans for Audubon Heights Fifth Addition Waterloo, Iowa 2015 City of Waterloo, Iowa Project Location Project Location Schematic AUDUBON HTS 4TH ADDITION ct 0 LANE :.'1 "Piso.,a, ■� v/ 3 4147Alla, t WAXWING WA Q♦1 P\Ng. ff • 15 6 17 i 1 9 THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS 2015) IN ADDITION TO THE STANDARD SPECIFICATIONS, SERIES 2012 OF THE IOWA DEPARTMENT OF TRANSPORTATION, PLUS CURRENT SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS SHALL APPLY TO ALL WORK ON THIS PROJECT. ALLOW LANE AUDUBON HTS 5TH ADDITION Shaulis Road ,z.. �� �5 J °�Q #1,, 4 Iv�d *,Sy m, . Licensed 10400 Iowanature: gil erl0®"O� A �S �S'tr SAF '?Ona1 Certification hereby certify that this engineering document was prepared by me or under direct personal supervision and that I am a duly Licensed Professional �. gineer under the laws of the State of Iowa. = 4��+ �/i1 /1.--- oma J. Noonan, P = i ate: �� 20 i Ucense No. 10400 My license renewal date is December 31, 2015 A Pages or sheets covered by this seal• LL. Index of Sheets 1. Title Sheet 2. General Notes 3. - 5. Estimated Quantities and Bid Reference Notes 6. Typical Project Cross Sections 7. Site Plan 8. Erosion Control Plan Plan and Profile 9. -11. Partridge Lane Standard Details and Tabulations 12. -13. Sanitary Sewer and Services 14. Storm Sewer and Longitudinal Subdrain 15. - 17. Water Main and Services 18. Pipe Bedding Cross Sections 19. - 23. Partridge Lane a a) W c cn C UC cn 0 :a -o �< oocoos roa fn 2 oS v co o <t�i= sheet of 23 4407 THE "ENGINEER" AS INDICATED ON THESE PLANS, SPECIAL PROVISIONS AND CONTRACT DOCUMENTS IS DEFINED AS: WAYNE CLAASSEN ENGINEERING AND SURVEYING, INC. 2705 UNIVERSITY AVENUE (P.O. BOX 898) WATERLOO, IOWA 50704 TELEPHONE: (319) 235-6294 FAX: (319) 235-0028 THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS 2015) IN ADDITION TO THE STANDARD SPECIFICATIONS, SERIES 2012 OF THE IOWA DEPARTMENT OF TRANSPORTATION, PLUS CURRENT SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS SHALL APPLY TO ALL WORK ON THIS PROJECT. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF WATERLOO "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION". 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 SUPPUERS, 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 UFE 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 33 OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). MILLENNIUM 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 BEHEN MATERIALS AS APPROVED BY THE PROJECT ENGINEER. THE LOCATION OF ALL KNOWN EXISTING UTIUTIES 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-EGHT (48) WORKING HOURS IN ADVANCE OF COMMENCING WORK ON THE PROJECT AND TO THEREAFItk 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 UTIUTIES OR SEWER FACILITY UNLESS OTHERWISE NOTED. MID AMERICAN ENERGY CITY OF WATERLOO STREET DEPARTMENT 800-292-8989 291-4267 MEDIACOM 232-8800 CENTURY LINK FIELD LOCATES 1-800-292-8989 CITY OF WATERLOO SEWER DEPARTMENT 291-4446 CITY OF WATERLOO WATER WORKS DEPARTMENT 232-6280 THE CONTRACTOR SHALL NOTE THAT EXISTING WATER, SEWERS, GAS, TELEPHONE, ELECTRIC, ELECTRONIC AND OTHER, PUBUC AND PRIVATE, UTIUTIES, 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 PUBUC OR PRIVATE UNDERGROUND INSTALLATIONS; I.E., SEWER, WATER, FUEL, ELECTRIC UNES, ETC., WILL BE ENCOUNTERED AND, IF SO, 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 FACIUTIES 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, UNES, 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 DEMOUTION.ALL AREAS INCLUDING BUT NOT UMITED TO ROADWAYS, DRIVES, STRUCTURES, LAWNS, CROP LAND, AND PARKING AREAS OUTSIDE THE PROJECT SCOPE OR CONSTRUCTION OMITS 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 APPUCABLE 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 OWNER, THE CITY AND THE WATERLOO WATER WORKS FOR A PERIOD OF TWO (2) YEARS AFTER COMPLETION OF SAID IMPROVEMENTS AND ACCEPTANCE BY THE OWNER, THE WATERLOO WATER WORKS AND THE CITY. SAID BOND TO BE OF A FORM THAT IS ACCEPTABLE TO THE CITY AND WATERLOO WATER WORKS. CITY OF WATERLOO TRAFFIC OPERATIONS 291-4440 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, CERTIFICATIONS AND CUT SHEETS ON ALL MATERIALS TO BE INCORPORATED INTO THE PROJECT, PRIOR TO ORDERING SUCH MATERIALS. THE CONTRACTOR SHALL APPLY NECESSARY MOISTURE TO THE CONSTRUCTION AREA AND HAUL ROADS TO PREVENT THE SPREAD OF DUST. REFER TO ARTICLE 1107.07 OF THE IOWA D.O.T. STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. NO PAYMENT WILL BE MADE FOR THIS ITEM. IT SHALL BE CONSIDERED INCIDENTAL TO OTHER APPUCABLE ITEMS. ESTIMATED QUANTITY FOR NEW CONCRETE PAVEMENT INCLUDES ALL INTEGRAL CURB, ALL STREET RETURNS AND SPECIAL AREAS OF REPAIRS TO CONNECTING PAVEMENTS. SPECIAL CARE SHALL BE TAKEN WHEN FORMING AT INTERSECTIONS SO THAT THE PROFILES AND ELEVATIONS SHOWN ON THE CROSS SECTIONS, STREET RETURN PROFILE SHEETS, AND STAKING DIAGRAM SHEETS ARE OBTAINED. SHORT LENGTHS OF FORMS OR FLEXIBLE FORMS MAY BE NECESSARY AT THESE LOCATIONS. TO OBTAIN THE CORRECT FORM GRADES AT LOW POINTS WHERE INTAKES ARE LOCATED, THE CONTRACTOR MUST EXERCISE EXTREME CARE WHEN PAVING FULL WIDTH PAVEMENTS. THIS MAY REQUIRE POURING ONE HALF OF THE PAVE- MENT AT A TIME OR OTHER METHODS APPROVED BY THE ENGINEER. CONTRACTOR IS TO USE DUE CAUTION IN WORKING OVER AND AROUND ALL TILE LINES. BREAKS IN THE UNE DUE TO THE CONTRACTOR'S CARELESSNESS ARE TO BE REPLACED AT HIS/HER EXPENSE WITHOUT COST TO THE OWNER. EXISTING TILE UNES THAT MUST BE CUT FOR INSTALLATION OF SEWER OR WATER UNES WILL BE REPLACED AS DIRECTED BY THE OWNER'S REPRESENTATIVE AT THE OWNER'S EXPENSE AS PER THE APPLICABLE BID ITEM. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, FOR CITY OF WATERLOO APPROVAL, ALL ROUTES OF HAUL OF MATERIALS TO THE PROJECT SITE. ROUTES OF HAUL WILL BE UMITED TO THOSE ROUTES WHICH ARE APPROVED BY THE CITY OF WATERLOO. THE CONTRACTOR SHALL MECHANICALLY COMPACT ALL EXCAVATIONS TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY AT -2% TO +4% OF OPTIMUM MOISTURE IN MAXIMUM LIFTS OF 8" LOOSE THICKNESS. THE CONTRACTOR SHALL ADJUST THE MOISTURE OF ALL BACKFILL TO WITHIN THIS RANGE PRIOR TO PLACING IT INTO TRENCHES OR UPON THE ROADBED FOR SUBSEQUENT COMPACTION. THERE SHALL BE NO SEPARATE PAYMENT FOR THIS WORK. EROSION CONTROL FENCING 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 FENCING AND OTHER EROSION CONTROL ITEMS WITHIN 48 HOURS OF THE TIME FIRST INSTRUCTED BY THE ENGINEERS. THE CONTRACTOR AND ALL OF HIS/HER SUBCONTRACTORS SHALL MAKE THEMSELVES FAMIUAR WITH THE NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES DISCHARGE OF STORMWATER FROM THIS PROJECT AND SHALL COMPLY WITH ALL ASPECTS OF THE IOWA NPDES STORM WATER GENERAL PERMIT NO. 2, THE PERMIT FOR THIS PROJECT, THE CITY OF WATERLOO STORM WATER REGULATIONS AND THE EROSION CONTROL PLAN FOR THIS PROJECT. THE CONTRACTOR AND ALL OF HIS/HER SUBCONTRACTORS SHALL SIGN THE CERTIFICATION STATEMENT PROVIDED FOR THE NPDES PERMIT FOR THIS PROJECT. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTING SURFACE WATER AND 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, 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. EACH CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF HIS/HER WORKERS, HIS/HER SUBCONTRACTOR'S AND THE PUBLIC. WATER MAIN AND SERVICE INSTALLATION AND MATERIALS ARE TO BE IN ACCORDANCE WITH THE STANDARDS OF THE WATERLOO WATER WORKS, ON FILE IN THE OFFICE OF THE IOWA DEPARTMENT OF NATURAL RESOURCES, AND THE "IOWA STANDARDS FOR WATER SUPPLY DISTRIBUTION SYSTEMS". SANITARY SEWER AND WATER SERVICES TO BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE WATERLOO PLUMBING INSPECTOR. BIDDERS SHALL REVIEW THESE REQUIREMENTS PRIOR TO SUBMITTING BIDS. sheet 2 of 23 A M17 e Bid Reference Notes 001. TOPSOIL STRIP. SALVAGE AND STOCKPILE ITEM TO BE COMPLETED IN ACCORDANCE WITH ARTICLE 2105 OF THE IOWA DOT STANDARD SPECIFICATIONS. IT WILL BE NECESSARY FOR THE CONTRACTOR TO STAGE, STOCKPILE OR CROSS -HAUL SOME EXCAVATION IN ORDER TO FACIUTATE REMOVAL, DISPOSAL AND PROPER PLACEMENT OF MATERIAL THE CONTRACTOR MAY ELECT TO UTILIZE TEMPORARY OFF-SITE STOCKPILE AREAS PROVIDED BY THE CONTRACTOR FOR EXCAVATED MATERIALS. ANY SUCH STAGING, STOCKPILING OR CROSS-HAUUNG OF THE EXCAVATION OTHER THAN AS DESCRIBED ON PLANS SHALL NOT BE MEASURED FOR PAYMENT BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. ITEM INCLUDES SEPARATION TO SEPARATE STOCKPILE AREAS OF THE MORE SUITABLE MATERIAL TO BE RE -SPREAD UNDER ITEM NO. 003 FOR THE ESTABUSHMENT OF DESIRABLE VEGETATION, AS APPROVED BY THE ENGINEER, ON THIS PROJECT. NO SEPARATE MEASUREMENT OR PAYMENT FOR OVER -HAUL WILL BE MADE FOR THIS ITEM ON THIS PROJECT. ITEM INCLUDES THE EXCAVATION OF APPROXIMATELY 12° DEPTH AS NOTED ON THE PROJECT CROSS-SECTIONS. IF THE ENGINEER DETERMINES, DURING EXCAVATION OPERATIONS, THAT AREAS OF UNDESIRABLE, UNSUITABLE AND/OR UNSTABLE AREAS OF SOIL EXIST AFTER THE TOPSOIL EXCAVATION HAS BEEN COMPLETED, HE MAY ORDER ADDITIONAL EXCAVATION TO REMOVE SAID MATERIALS. • THIS "BELOW GRADE" EXCAVATION SHALL BE MEASURED AND PAID FOR AT NE UNIT BID PRICE FOR THIS ITEM, TOPSOIL STRIP, SALVAGE AND STOCKPILE. ALL STOCKPILE AREAS SHALL HAVE 4(H) TO 1(V) FLATTER SLOPES. STOCKPILE AREAS TO BE LOCATED BY ENGINEER AT TIME OF CONSTRUCTION. ITEM INCLUDES DISKING, STRIPPING AND SEPARATELY STOCKPILING CORN AND OTHER VEGETATION FROM 40' LEFT TO 40' RIGHT OF ALL STREET CENTERUNES FOR THE FULL LENGTH OF AREAS TO BE PAVED AND.ROCKED. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS. 004. SEED. FERTILIZE. AND MULCH (IDOT URBAN MIX) BID PRICE SHALL INCLUDE AU. LABOR, MATERIAL, EQUIPMENT, SEED, FERTILIZING, MULCHING AND OTHER ITEMS NEEDED FOR COMPLETION IN CONFORMANCE WITH ARTICLE 2601 OF THE IDOT STANDARD SPECIFICATIONS. ALL DISTURBED AREAS EXCEPT FOR PAVED AREAS ARE INCLUDED IN THIS ITEM. ITEM TO BE COMPLETED WITHIN 21 CALENDAR DAYS AFTER PAVING IS COMPLETED. 005. CLEARING AND GRUBBING NIS ITEM INCLUDES REMOVAL OF ALL TREES, STUMPS, BRUSH, PLANTS, RUBBLE BROKEN CONCRETE AND OTHER ITEMS DEEMED NECESSARY FOR THE CONSTRUCTION OF NIS PROJECT AS DIRECTED BY THE ENGINNER. ITEM INCLUDES CUTTING, DISKING, STRIPPING, REMOVAL AND OFF-SITE DISPOSAL OF EXISTING WEEDS, GRASSES AND OTHER VEGETATION FROM THE ENTIRE SITE. THE CONTRACTOR SHALL HAUL ALL ITEMS OFF-SITE IN A TIMELY MANNER AT HIS/HER EXPENSE. 002. CLASS 10 EXCAVATION ITEM INCLUDES ALL GRADING TO THE ONES AND GRADES SHOWN ON THESE PLANS, CROSS-SECTIONS AND TYPICAL GRADING PLAN AND ALL NECESSARY ON-SITE BORROW. INCLUDES CUT AND FILL CONSTRUCTION. ALL AREAS SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY AT -2% TO +4% OF OPTIMUM EXCAVATION MATERIALS DEEMED UNSUITABLE BY THE ENGINEER SHALL BE USED AS SITE FILL AWAY FROM ROADWAY CONSTRUCTION AS DIRECTED BY THE ENGINEER. NO ADDITIONAL MEASUREMENT OR PAYMENT FOR THIS WORK SHALL BE MADE. IT WILL BE NECESSARY FOR THE CONTRACTOR TO STAGE, STOCKPILE OR CROSS -HAUL SOME EXCAVATION IN ORDER TO FACIUTATE REMOVAL, DISPOSAL AND PROPER PLACEMENT OF MATERIAL ANY SUCH STAGING, STOCKPILING, DISPOSAL OR CROSS -HAULING OF THE EXCAVATION SHALL NOT BE MEASURED FOR PAYMENT BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. NO PAYMENT FOR OVER -HAUL OR SOIL MOISTURE ADJUSTMENT WILL BE MADE. ITEM INCLUDES 12" SCARIFICATION AND COMPACTION OF IN-SITU SOIL UNDER ALL STRIPPED TOPSOIL THE ELEVATION OF NE SUBGRADE SURFACE WILL BE CHECKED WITH A STRINGUNE FOR PROPER GRADE BY THE CONTRACTOR Al- 1tN PAVING STAKES ARE SET. THE SURFACE OF THE SUBGRADE SHALL BE CORRECTED IN BOTH PROFILE AND CROSS-SECTION TO THE EXTENT THAT IT IS NOT HIGHER THAN THE DESIGNED ELEVATION AND AT NO POINT IS LOWER THAN 0.05 FOOT BELOW THIS ELEVATION. ITEM INCLUDES BACKFIWNG THE BACK OF CURB AND SIDEWALK AREAS AFTER PAVING OPERATIONS AND UNIFORMLY EXCAVATING AND GRADING THE SITE AS SHONE ON THE SITE GRADING PLAN. BACKFIWNG CURBS AND FINISH GRADING TO BE COMPLETED WITHIN 14 CALENDAR DAYS AFTER PAVING IS COMPLETE. EXCESS EXCAVATION MATERIALS TO BE STOCKPILED ON-SITE AT LOCATION DESIGNATED BY ENGINEER. 003 TOPSOIL. RESPREAD FROM BACK OF CURB TO STREET R/W (30' LT & RT) MATERIAL SHALL BE RE -SPREAD, SHAPED, FINISHED AND SMOOTH DRAGGED TO ACHIEVE REASONABLE CLOSE CONFORMANCE TO THE SLOPES AND GRADES SHOWN ON THE PLANS AND CROSS-SECTIONS OR MODIFIED BY THE ENGINEER SO THAT NE FINAL CROSS-SECTIONS REFLECT THAT THE AVERAGE NEET ONES HAVE BEEN MET AND PROPER SITE DRAINAGE IS ACHIEVED AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL COMPLETE EROSION CONTROL WORK ON ANY FINISHED AREA WITHIN 5 WORKING DAYS AFTER COMPLETION OF THIS ITEM. TOPSOIL SHALL BE RE -SPREAD TO A UNIFORM THICKNESS OF 6". THE TOP FOUR (4) INCHES SHALL BE LEFT FREE OF ALL ROCK AND ANY DEBRIS, AND SHALL BE SUITABLE FOR NE ESTABUSHMENT OF VEGETATION, AS APPROVED BY THE ENGINEER, WITH NO SEPARATE MEASUREMENT OR PAYMENT. EXCESS TOPSOIL SHALL BE DISPOSED OF AS PER IDOT STD ROAD PLAN EW -102. 101. SANITARY SEWER MANHOLE. STANDARD STANDARD PRE -CAST MANHOLE BASE SECTIONS SHALL BE SUPPUED WITH A-LOK OR APPROVED EQUAL MANHOLE PIPE CONNECTORS; SET TO THE APPROVED PIPE ELEVATIONS AND ALIGNMENT AS SHOWN ON THE WORK DRAWINGS SUBMITTED TO THE ENGINEER FOR REVIEW. ALL MANHOLE BASE SECTIONS SHALL BE SET OR CONSTRUCTED ON A MINIMUM EIGHT (8) INCH COMPACTED BASE CONSTRUCTED WITH MATERIAL MEETING THE REQUIREMENTS OF IOWA D. 0. T. STANDARD SPECIFICATION SECTION 4109 GRADATION NO. 30. COMPACTED BASE CONSTRUCTION WORK AND MATERIAL SHALL BE INCIDENTAL TO THIS ITEM. STANDARD PRE -CAST MANHOLE SECTIONS SHALL HAVE STANDARD "0 -RING" JOINTS AND SHALL BE MORTARED ON NE INSIDE AND OUTSIDE, INCLUDING UFTING HOLES, WIN A GROUT THAT SHALL SHOW NO SHRINKAGE IN ACCORDANCE WITH ASTM C-827-78 PRIOR TO AN INITIAL SETTING AND SHALL SHOW NO SHRINKAGE IN THE HARDENED STATE UNDER ASTM C-157-77. ALL GROUTING SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF ACI, CSI AND THE MANUFACTURER'S PUBLISHED SPECIFICATIONS FOR MIXING AND PLACING. THE CONTRACTOR SHALL SUBMIT PROPOSED GROUT DATA TO THE ENGINEER FOR APPROVAL PRIOR TO USE. FINAL MANHOLE ACCEPTANCE TESTING SHALL BE COMPLETED WIN THE FRAME AND UD SET TO FINAL GRADE, THE MANHOLE BACKFILLED, AND IN ACCORDANCE WITH TEST INSTRUCTIONS FOR THE "AIR -LOC" PLATE STYLE MANHOLE TESTER BY CHERNE INDUSTRIES, INC., OR AS APPROVED IN ADVANCE BY THE ENGINEER. 1. IT I5 RECOMMENDED THAT NE CONTRACTOR PRETEST THE MANHOLE PRIOR TO FINAL ACCEPTANCE TESTING TO ALLOW TIME FOR ANY REPAIRS TO BE MADE PRIOR TO SAID TESTING DELAYING FURTHER CONSTRUCTION. 2. THE CONTRACTOR SHALL GIVE THE ENGINEER ONE (1) NORMAL WORKING DAY PRIOR NOTICE TO SCHEDULE ACCEPTANCE MONITORING OF FINAL MANHOLE ACCEPTANCE TESTING. SANITARY SEWER MANHOLE FRAMES AND UDS SHALL CONFORM TO THE FOLLOWING OR APPROVED EQUAL AS APPROVED BY THE PROJECT ENGINEER, MODIFIED TO INCLUDE WATERTIGHT, SELF SEAUNG, NON-LOCKING MANHOLE FRAMES AND COVERS. 1. NEENAH : R-1642 MANHOLE RING AND SOUD COVER 2. DEETER FOUNDRY, INC.: 1247 MANHOLE RING AND SOLID COVER CONSTRUCTION OF ALL MANHOLES SHALL PROVIDE A MINIMUM OF FOUR (4) INCHES AND A MAXIMUM OF TWELVE (12) INCHES OF TWO (2) FOOT INSIDE DIAMETER SPACER RINGS, GROUTED IN PLACE WITH AN APPROVED NON - SHRINKING GROUT. THE CASTING SHALL BE SET TO FINAL GRADE UTIUZING "E -Z STICK" AS SUPPUED BY PRESS -SEAL GASKET CORP., OR AN APPROVED EQUAL, FOR THE FULL BEARING SURFACE TO INSURE WATER TIGHTNESS. THE CONTRACTOR SHALL GIVE THE ENGINEER ONE (1) NORMAL WORKING DAY PRIOR NOTICE TO SCHEDULE ACCEPTANCE TESTING. (NOT INCLUDING SATURDAYS, SUNDAYS OR HOLIDAYS) ALL SAID WORK OF TESTING OF SEWER ONES SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. ITEMS INCLUDE ALL MATERIALS, FITTINGS, SEWER PLUGS, TOPSOIL SEPARATION AND RE -SPREADING, EXCAVATION, EMBEDMENT MATERIAL, BACKFILL UNDER MOISTURE AND DENSITY CONTROL, TESTING. DEWATERING, LABOR AND EQUIPMENT NECESSARY TO CONSTRUCT NESE ITEMS. ALL SANITARY MANHOLES SHALL HAVE CRETEX MANHOLE CHIMNEY SEALS, AS PER ASTM C923. SAID SEALS SHALL INCLUDE A 3/16" MIN THICKNESS, EXTRUDED OR MOLDED RUBBER SLEEVE, DOUBLE PLEATED WITH MINIMUM UNEXPANDED WIDTH OF 8" AND SHALL BE CAPABLE OF EXPANSION TO 10' WHEN INSTALLED. UPPER AND LOWER CONTACT SURFACES SHALL HAVE MULTIPLE, CONTINUOUS SEAUNG FINS MOLDED INTO THE SLEEVE. THE RUBBER SLEEVE SHALL BE MOUNTED TO NE INTERIOR OF THE MANHOLE WITH EXPANDABLE, STAINLESS STEEL CONFORMING TO ASTM A240, TYPE 304. BANDS SHALL BE A 16-GUAGE BY 1-3/4" WIDE (MIN). SCREWS, BOLTS AND NUTS SHALL BE STAINLESS STEEL CONFORMING TO ASTM F593 AND F594, TYPE 304. CHIMNEY SEALS ARE TO BE INSTALLED AS PER NE MANUFACTURER'S INSTRUCTIONS. Estimated Project Quantities EARTHWORK ITEM NO. DESCRIPTION UNITS QUANTITY 001. TOPSOIL STRIP, SALVAGE. AND STOCKPILE C. Y. 17.686 002. CLASS 10 EXCAVATION C.Y. 10,744 003. TOPSOIL RESPREAD C.Y. 6494 004. SEED. FERTILIZE, AND MULCH (1007 URBAN MIX) ACRES 0.68 005. CLEARING AND GRUBBING LUMP SUM 1 SANITARY SEWER CONSTRUCTION ITEM NO. DESCRIPTION UNITS QUANTITY 101. SANITARY SEWER MANHOLE, STANDARD EACH 1 102. SANITARY SEWER. 12 -INCH DIA., WITH TEES AND WYES LF. 240 103. SANITARY SEWER SERVICE, 4 -INCH DIA LF. 137 104. EXTENSION OF SANITARY SEWER SERVICE, 4' INCH DUI. LF. 105 105. ADJUST SANITARY MANHOLE TO FINISH GRADE EACH 3 STORM SEWER CONSTRUCTION ITEM NO. DESCRIPIICN UNITS QUANTITY 201. STORM SEWER INTAKE. 1.0.0.7. SW -509. TOP ONLY EACH B LONGITUDINAL SUBDRAIN CONSTRUCTION ITEM NO. DESCRIPTION UNITS QUANTITY 301. LONGITUDINAL SUBDRAIN, 6 -INCH DIA.. IN POROUS BACKFILL L.F. 1570 302. SUBDRAIN OUTLET. II -INCH DIA., I.D.O.T. DR -303 EACH 6 303. SUBDRAIN OUTLET TO STORM SEWER RIPE, INSERTA TEE EACH 3 304. SUMP PUMP CONNECTION TO SUBDRAIN. COMPLETE EACH 22 WATER CONSTRUCTION ITEM No. DESCRIPTION UNITS QUANTITY 401. WATERMAIN. 8 -INCH DIA., CLASS 52 D.LP. LF. 936 402. GATE VALVE WITH BOX. 8 -INCH DIA.. COMPLETE EACH 2 403. REMOVE AND RESET DOSING HYDRANT EACH 1 404. FIRE HYDRANT. 5 1/4' X 6.6' BURY. W/ASSEMBLY, COMPLETE EACH 2 405. WATER SERVICE, COPPER, 1" DIA. LF. 1030 408. WATER SERVICE CONNECTION. 1' DIA. COMPLETE EACH 22 407. POURED CONCRETE THRUST RESTRAINT EACH 1 408. WATERMAIN, 8' DIA.. TIE-IN TO EXISTING EACH 1 409. EXTENSION OF WATER SERVICE, COPPER, 1' DIA LF, 10 PAVING CONSTRUCTION ITEM NO. DESCRIPTION UNITS QUANTITY 501. SUBBASE, GRANULAR, 8' COMPACTED THICKNESS S.Y. 2917 502. PAVEMENT, P.C.C. W/ INTEGRAL CURB. 7 -INCH THICK. LD.0.T. CLASS C S.Y. 3554 MISCELLANEOUS ITEM NO. DESCRIPTION UNITS QUANTITY 601. ROAD CLOSURE SI -162, REMOVE AND RELOCATE EACH 1 602. TEMPORARY 30' RADIUS TURN AROUND. CLASS A ROADSTONE SURFACE. COMPLETE EACH 1 603. TRAFFIC CONTROL LUMP SUM 1 604. MAINTENANCE BOND. 2 -YEAR LUMP SUM 1 ADDITIONAL PRICES - BIDDER IS TO SUBMIT PRICES FOR THE FOLLOWING ITEMS THAT MAY OR MAY NOT BE NEEDED FOR NIS PROJECT. ITEM NO. DESCRIPTION UNITS QUANTITY Al. FOUNDATION MATERIAL TONS --- A2. REPLACE EXISTGNO F1E111 DRAIN TILE CROSSING, 3' TO 5' DIA EACH --- A3. REPLACE EXISTING FIELD DRAIN TILE CROSSING. 6' TO 12' DIA EACH --- c O r) IOL ict � m 0) a o • d p co O=_� 0 • 0 "O - R cn O :217; U Q sheet 3 of 23 4407 Bid Reference Notes 102. SANITARY SEWER. 12 -INCH DIA.. WITH TEES AND WYES ITEMS TO BE CONSTRUCTED WITH PVC TRUSS COMPOSITE PIPE WITH ELASTOMERIC JOINTS AND CLASS 1A EMBEDMENT MATERIAL FROM 4 INCHES BELOW THE PIPE TO 6 INCHES ABOVE THE TOP OF THE PIPE, ALL IN ACCORDANCE WITH ASTM D-2680, ASTM D-3212 AND THE STANDARD SPECIFICATIONS OF THE CITY OF WATERLOO AND THESE PLANS AND SPECIFICATIONS. ITEMS INCLUDE MANUFACTURED "TEES" AND "WYES" WITH ELASTOMERIC, ASTM D-3212 JOINTS AT LOCATIONS SHOWN ON THE PLANS. ESTIMATED QUANTITY IS MEASURED FROM INSIDE WALL TO INSIDE WALL OF MANHOLES. ITEM INCLUDES WATERTIGHT PLUGS AT THE UPSTREAM ENDS OF ALL SEWERS NOT ENDING IN A MANHOLE. ITEMS INCLUDE CLEANING THE SEWER ONES OF ALL DEBRIS PRIOR TO TESTING_ ITEMS INCLUDE COORDINATING WITH THE WATERLOO SEWER DEPARTMENT FOR THE CITY'S INTERNAL TELEVISION INSPECTION OF THE SANITARY SEWER PRIOR TO TESTING BY THE CONTRACTOR. ITEMS INCLUDE LOW PRESSURE AIR LEAK TESTING OF THE SANITARY SEWER WITH SANITARY SEWER SERVICE UNES IN PLACE AS DESCRIBED HEREIN AFTER THE SEWER HAS BEEN CLEANED AND PASSED TELEVISION INSPECTION. 1. ALL SANITARY SEWER PIPE SHALL BE LOW PRESSURE AIR LEAK TESTED IN THE PRESENCE OF THE ENGINEER. THIS SHALL INCLUDE AN APPROVED METHOD TO ISOLATE THE EXISTING SANITARY SEWER UNE FROM THE NEW CONSTRUCTION AT THE POINT OF CONNECTION. ACCEPTANCE TESTING SHALL BE IN ACCORDANCE WITH ASTM F AND UNI -BELL PVC PIPE ASSOCIATION UNI -B-6-90, AS APPROVED BY THE ENGINEER. ALL TESTING PRESSURE GAUGES AND EQUIPMENT CONTROLS SHALL BE IN AN ABOVE GROUND CONTROL PANEL. ACCEPTANCE TESTING SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING MINIMUM TEST REQUIREMENTS: A.) AVERAGE GROUNDWATER BACK PRESSURE FOR THE SEWER BEING TESTED SHALL BE BASED UPON THE GROUNDWATER ELEVATION OBSERVED AT THE NEAREST SOIL BORING LOCATION MADE BY THE ENGINEER'S GEOTECHNICAL CONSULTANT FOR THE PROJECT. B.) A STABIUZATION PERIOD OF AT LEAST TWO (2) MINUTES AT 4.0 PSIG GREATER THAN THE AVERAGE GROUNDWATER ELEVATION SHALL PRECEDE THE TEST. C.) AFTER THE STABILIZATION PERIOD, THE TEST MAY BEGIN WHEN THE TEST PRESSURE IS 3.5 TO 4.0 PSIG GREATER THAN THE AVERAGE GROUNDWATER ELEVATION. A PRESSURE DROP OF 1.0 PSIG OR LESS IS ALLOWABLE WITHIN THE COMPUTED UNI -B-6-90 MINIMUM TEST TIME TO. SATISFACTORILY PASS THE TEST. THE CONTRACTOR SHALL GIVE THE ENGINEER ONE (1) NORMAL WORKING DAY PRIOR NOTICE TO SCHEDULE ACCEPTANCE TESTING. (NOT INCLUDING SATURDAYS, SUNDAYS OR HOUDAYS) ALL SAID WORK OF TESTING OF SEWER UNES SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. TESTING TO BE COMPLETED AFTER INSTALLATION OF SANITARY SEWER SERVICES. 2. THE CONTRACTOR SHALL CORRECT ALL DEFECTS UNTIL THE SEWER PASSES THE TESTS. ITEMS INCLUDE ALL PIPE, FITTINGS, SEWER PLUGS, TOPSOIL SEPARATION AND RE -SPREADING, EXCAVATION, EMBEDMENT MATERIAL, BACKFILL UNDER MOISTURE AND DENSITY CONTROL TESTING, DEWATERING, LABOR AND EQUIPMENT NECESSARY TO CONSTRUCT THESE ITEMS. 201. STORM SEWER INTAKE. I.D.O.T. SW -509. SEE IOWA DEPARTMENT OF TRANSPORTATION STANDARD ROAD PLANS SW -401 AND 509. BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EXCAVATION, COMPACTED BACKFILL, DEWATERING AND APPURTENANT ITEMS FOR COMPLETE INSTALLATION. ALL OUTLET PIPES FOR LONGITUDINAL SUBDRAINS SHALL BE INSTALLED IN FORMS PRIOR TO POURING INTAKES. THIS WILL BE CONSIDERED INCIDENTAL. SEE DETAILS INCLUDED IN THESE PLANS. CONTRACTOR TO COMPLETE STRUCTURE BOXOUTS AND TOPS WITHIN 14 CALENDAR DAYS AFTER PAVING IS COMPLETE. ALL INTAKES TO BE CAST IN PLACE WITH NO PRE -CAST CONCRETE COMPONENTS. ALL CONCRETE TO BE IOWA DOT CLASS "C" OR "M" WITH CLASS 2 AGGREGATE AND WITHOUT SLAG. 301. LONGITUDINAL SUBDRAIN. 6- NCH DIA.. IN POROUS BACKFILL, SUBDRAIN TILE SHALL BE THE NOTED DIAMETER AND SHALL CONSIST OF PERFORATED PVC, CONTECH A-2000 PVC DRAIN TILE OR PERFORATED HANCOR SHURLOCK F477 OR APPROVED EQUAL HDPE WITH SOIL TIGHT JOINTS. POROUS BACKFILL MATERIAL SHALL MEET THE REQUIREMENTS OF SECTION 4131 OF THE I.D.O.T. STANDARD SPECIFICATIONS. THE AGGREGATE FOR BACKFILL SHALL BE WET PRIOR TO INSTALLATION, AND A SURFACE APPUCATION OF WATER MAY BE REQUIRED BY THE ENGINEER. THE AGGREGATE FOR SUBDRAIN BACKFILL SHALL BE PLACED IN VNO UFTS OF APPROXIMATELY EQUAL THICKNESS ABOVE THE SUBDRAIN PIPE. THE FIRST UFT SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR, NARROWER THAN THE TRENCH. THE SECOND UFT SHALL BE COMPACTED BY THE FRONT AND REAR WHEELS OF A TRACTOR BACKHOE WITH A LOADED FRONT BUCKET (OR AS APPROVED BY THE ENGINEER). THE BID PRICE PER FOOT FOR "LONGITUDINAL SUBDRAIN" SHALL BE FULL COMPENSATION FOR ALL MATERIALS, INCLUDING POROUS BACKFILL, FITTINGS AND FOR THE PERFORMANCE OF ALL WORK INVOLVED IN THE INSTALLATION. PAYMENT SHALL BE ON A UNEAR FOOT BASIS. CARE SHALL BE TAKEN TO SMOOTH POROUS BACKFILL MATERIAL OUT BEFORE PLACING TILE SO THAT A CONTINUOUS SMOOTH GRADE AS PER PLAN IS MAINTAINED. SUBDRAIN CONSTRUCTION SHALL BE PER THE DETAIL AND IOWA DOT DR -303. 401. WATERMAIN 8" DIA.. CLASS 52. DIP BID PRICE SHALL INCLUDE PIPE 8 -MIL POLYETHELENE WRAP BEDDING MATERIALS, TRACER WIRE RE -SPREADING, TOPSOIL STRIPPING, SALAVAGING AND RE-SPREADIIG, EXCAVATION, COMPACTED BACKFILL, LABOR, EQUIPMENT, DEWATERING, DISINFECTING, PRESSURE, AND LEAKAGE TESTING AND ALL OTHER ITEMS NECESSARY TO COMPLETE THIS CONSTRUCTION AND TO PROVIDE A PROPERLY OPERATING WATER MAIN. THE CONTRACTOR SHALL COORDINATE PROJECT WITH THE WATERLOO WATER WORKS (WWW). ALL WATER MAIN SHALL HAVE A MINIMUM OF 6 FEET OF COVER BELOW FINISHED GRADE. WATER MAIN PIPE SHALL BE SUP JOINT CLASS 52 DUCTILE IRON PIPE WITH CONDUCTIVE TIP OR CONDUCTIVE WEDGES INSTALLED AS PER THE PIPE MANUFACTURER'S RECOMMENDATIONS. WATER MAIN SHALL ALSO INCLUDE A COMPLETE TRACER WIRE SYSTEM AS DETAILED IN THESE PLANS, SO AS TO PROVIDE A REDUNDANT PIPE TRACING SYSTEM. WATER MAIN TO BE DISINFECTED, FLUSHED AND TESTED FOR BACTERIA AND CHLORINE PRIOR TO HYDROSTATIC TESTING. ALL TESTS SHALL BE CONSIDERED INCIDENTAL TO WATER MAIN CONSTRUCTION. 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. PRESSURE TEST SHALL BE 1 1/2 TIMES NORMAL WORKING PRESSURE, BUT NOT LESS THAN 150 P.S.I. WATER MAIN TO PASS BACTERIOLOGICAL TESTING PRIOR TO PRESSURE AND LEAK TESTING. TWO CONSECUTIVE BACTERIOLOGICAL TESTS MUST PASS AT 24 HOUR MINIMUM INTERVALS TO BE ACCEPTED AS PASSING. SAID TESTING TO BE AT CONTRACTOR'S EXPENSE. 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, LEAK AND BACTERIOLOGICAL TESTING OF EACH SEGMENT OF NEW MAIN. THIS 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. UPON COMPLETION AND ACCEPTANCE OF THE PRESSURE, LEAK AND BACTERIOLOGICAL TESTING, THE CONTRACTOR MAY DISCHARGE THE HIGHLY CHLORINATED TEST WATER TO THE CITY'S SANITARY SEWER SYSTEM, HOWEVER, THE RATE AT WHICH SAID DISCHARGE IS MADE TO THE SANITARY SEWER WILL BE CONTROLLED BY THE CITY. THE CONTRACTOR SHALL REVIEW THIS WITH THE CITY ENGINEER'S OFFICE PRIOR TO BIDDING ON THE PROJECT AND IMMEDIATELY PRIOR TO SUCH FLUSHING IS TO OCCUR. AFTER THE HIGHLY CHLORINATED WATER IS DISCHARGED, THE WATER MAIN WILL BE FLUSHED AT A HIGH RATE OF AT LEAST 450 GALLONS PER MINUTE. ALL WORK IS TO BE COMPLETED IN A DRY TRENCH. TRENCHES ARE TO BE DEWATERED TO A DEPTH OF 2' BELOW THE BOTTOM OF THE PIPE. THIS WORK IS INCIDENTAL TO WATER MAIN CONSTRUCTION. ALL TRENCHES TO BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY AT -2% TO +4% OF OPTIMUM MOISTURE IN 8" LOOSE THICKNESS MAXIMUM UFTS. WATER FOR FILUNG, FLUSHING AND TESTING WATER MAINS SHALL BE FURNISHED BY THE WATERLOO WATER WORKS AND PAID FOR BY THE CONTRACTOR. 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 FIWNG, FLUSHING AND TESTING AT NO ADDITIONAL COST TO THE OWNER OR THE WATERLOO WATER WORKS. ALL WATER MAIN INSTALLED WITHIN 4' OF STORM SEWERS OR STORM SEWER INLETS SHALL BE INSULATED WITH RIGID INSULATION BOARD AS PER PLANS. THERE SHALL BE NO SEPARATE MEASUREMENT OR PAYMENT FOR THIS WORK. CONTRACTOR SHALL FURNISH AND INSTALL TRACER WIRE TERMINATION BOXES. 302 SUBDRAIN OUTLET. 8 -INCH DIA.. I.D.O.T. DR -303 OUTLETS SHALL MEET REQUIREMENTS OF I.D.O.T. STANDARD ROAD PLANS DR -303 , OR AS APPROVED BY THE ENGINEER. OUTLETS SHALL BE PLACED IN INTAKES AT TIME THE INTAKES ARE POURED. BID PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT AND MATERIAL FOR COMPLETE INSTALLATION. 103. SANITARY SEWER SERVICE. 4 -INCH DIA.. 104. EXTENSION OF SANITARY SEWER SERVICE 4 -INCH DIA.. ITEMS TO BE CONSTRUCTED WITH PVC SDR 23.5 PIPE W/ELASTOMERIC JOINTS IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM D 3034 AND D 2680. ALL SANITARY SEWER SERVICE STUBS SHALL BE PLUGGED AND RESTRAINED WATERTIGHT BY USING AN APPROVED STOPPER, RATED FOR THE MAXIMUM TEST PRESSURE. ENDS OF ALL SERVICE STUBS SHALL BE MARKED WITH A MINIMUM 10 FOOT LENGTH OF 2" X 4" (APPROVED BY THE ENGINEER) AND MARKED WITH AN ORANGE METAL (T -SECTION) STEEL POST, MEETING THE REQUIREMENTS OF IOWA D. 0. T. STANDARD SPECIFICATION SECTION 4154.09. ALL SAID WORK AND MATERIALS SHALL BE CONSIDERED INCIDENTAL TO SAID ITEM. ITEMS TO BE INSTALLED UNDER THE REQUIREMENTS OF THE CITY OF WATERLOO PLUMBING REQUIREMENTS FOR SANITARY SEWER SERVICE CONSTRUCTION. ITEMS INCLUDE ALL PIPE, FITTINGS, SEWER PLUGS, TOPSOIL SEPARATION AND RE -SPREADING, EXCAVATION, EMBEDMENT MATERIAL, BACKFILL UNDER MOISTURE AND DENSITY CONTROL TESTING, DEWATERING, LABOR AND EQUIPMENT NECESSARY TO CONSTRUCT THESE ITEMS. 303 SUBDRAIN OUTLET TO STORM SEWER PIPE. INSERTA TEE INCLUDES 2 CONNECTIONS TO 18" DIA. RCP AND 1 CONNECTION TO 21" DIA. RCP. INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 304, SUMP PUMP CONNECTION TO SUBDRAIN. COMPLETE BID PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT AND MATERIAL FOR COMPLETE INSTALLATION. EACH CONNECTION SHALL CONSIST OF A 6"X4" TEE, 4" NON PERFORATED PIPE EXTENDING 15' INTO THE LOT, AND AN ENDCAP MANUFACTURED BY THE SUBDRAIN PIPE MANUFACTURER. EACH CONNECTION SHALL BE INSTALLED AT THE SAME TIME AS THE SUBDRAIN AND BACKFILLED WITH POROUS MATERIAL IN THE SAME MANNER AS THE SUBDRAIN. THE END OF EACH 4' DIA/ CAP SHALL BE MARKED WITH A 6' "TEE" SECTION STEEL FENCE POST. 402. GATE VALVE WITH BOX. 8 -INCH DIA.. COMPLETE 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 REQUIREMENTS OF THE WATERLOO WATER WORKS. GATE VALVE TO BE MUELLER A2360-20 RESILIENT WEDGE GATE VALVE, OR APPROVED EQUAL WITH TYLER 3 -PIECE TYPE D VALVE BOX OR APPROVED EQUAL ALL JOINT BOLTS AND NUTS SHALL BE COR -BLUE T -BOLTS AND NUTS, OR APPROVED EQUAL LAIN 55 IWi H1H N •1, 0 0, pi Pi a) 4-• cD 0 a a) CU o=oc i o w U aim sheet 23 of — . 4�4407 Bid Reference Notes 403. REMOVE AND RESET HYDRANT 404. FIRE HYDRANT. 5 1/4" X 6.5' BURY. W/ASSEMBLY. 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, 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 WATROUS PACER WB -67, FACTORY PAINTED SAFETY BLUE AND WITHOUT CHAINS. GATE VALVES SHALL BE MUELLER A2360-20 6" DIA. RESIDENT WEDGE GATE VALVES OR APPROVED EQUAL. VALVE BOXES SHALL BE TYLER 3 -PIECE TYPE D VALVE BOX OR APPROVED EQUAL ALL JOINT BOLTS AND NUTS SHALL BE COR -BLUE T -BOLTS AND NUTS. OR APPROVED EQUAL CONTRACTOR SHALL FURNISH AND INSTALL HYDRANT FLAGS MEETING WATERLOO WATER WORKS SPECIFICATIONS. (RODON 5 -FOOT HYDRAFINDER WITH FLAT BRACKET, OR APPROVED EQUAL) 408 WATER MAIN. 8" DIA.. TIE-IN TO EXISTING BID DEEVES AND OTHER LMATEALL RIALLS LABOR, EQUIPMENT, APPURTENANT CLEANING, SHOCK FORT DISINFECTION, THE NEW WATER MAIN TO THE EXISTING WATER MAIN. MATERIALS AND CONSTRUCTION TO MEET THE REQUIREMENTS OF THE WATERLOO WATER WORKS. 405. WATER SERVICE COPPER 1" DIA.. COMPLETE. 409 EXTENSION OF WATER MAIN SERVICE. COPPER. 1" DIA. BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL PIPE, EQUIPMENT, EXCAVATION AND COMPACTED BACKFILL TO COMPLETE INSTALLATION OF WATER SERVICE PIPE. ALL WATER SERVICE CONSTRUCTION SHALL HAVE A MINIMUM COVER OF 6 FEET BELOW FINISHED GRADE AND ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH WATERLOO WATER WORKS SPECIFICATIONS. ALL TRENCHES TO BE COMACTED TO 95% OF STANDARD PROCTOR DENSITY AT -2% TO + 4% OF OPTIMUM MOISTURE IN 8" MAXIMUM UFTS. MATERIALS AND CONSTRUCTION TO MEET THE REQUIREMENTS OF THE WATERLOO WATER WORKS AND THE WATERLOO PLUMBING INSPECTOR. THE CONTRACTOR SHALL VERIFY THESE REQUIREMENTS PRIOR TO BIDDING ON THIS PROJECT. ENDS OF ALL SERVICE STUBS SHALL BE MARKED WITH A MINIMUM 10 FOOT LENGTH OF 2" X 4" (APPROVED BY THE ENGINEER) AND MARKED WITH AN ORANGE METAL (T -SECTION) STEEL POST, MEETING THE REQUIREMENTS OF IOWA D. 0. T. STANDARD SPECIFICATION SECTION 4154.09. ALL SAID WORK AND MATERIALS SHALL BE CONSIDERED INCIDENTAL TO SAID ITEM. 501. SUBBASE. GRANULAR. 8" COMPACTED THICKNESS EIGHT (8) INCHES OF GRANULAR SUBBASE SHALL BE PLACED AS SHOWN ON THE TYPICAL CROSS SECTION WITH A TOLERANCE OF ZERO FEET LESS THAN EIGHT (8) INCHES AND 0.05 FEET GREATER. THE GRANULAR SUBBASE MATERIAL SHALL CONFORM TO SECTION 2111 OF THE I.D.O.T. STANDARD SPECIFICATIONS. GRANULAR SUBBASE MATERIAL SHALL BE PAID FOR PER SECTION 2111 OF THE IOWA DOT STD SPECIFICATIONS. IF THE CONTRACTOR PLACES ADDITIONAL MATERIAL NO EXTRA PAY SHALL BE ALLOWED. ALL GRANULAR SUBBASE SHALL BE COMPACTED TO 95% OF MAXIMUM CONSOUDATION. THE DEGREE OF COMPACTION WILL BE DETERMINED BY THE USE OF NUCLEAR TESTING EQUIPMENT. THE FINAL COMPACTION SHALL BE DONE WITH A SIW.-TIRED ROLLER. WHILE USING THE GRANULAR SUBBASE AS A WORK PLATFORM, THE CONTRACTOR SHALL KEEP SUBBASE MATERIAL MOIST TO PREVENT LOSS OF COMPACTED DENSITY. THE SUBBASE SHALL BE SO CONSTRUCTED THAT THE FINISHED SUBBASE CONFORMS TO THE DESIGNED PROFILE AND CROSS SECTION TO THE EXTENT THAT IT IS NOT HIGHER THAN THE DESIGNED ELEVATION AND AT NO POINT IS LOWER THAN 0.05 FOOT BELOW THIS ELEVATION. 602. TEMPORARY 30' RADIUS TURN AROUND. CLASS "A" ROADSTONE. COMPLETE ITEM INCLUDES ALL NECESSARY GRADING, EQUIPMENT, LABOR AND MATERIAL TO CONSTRUCT TEMPORARY TURN AROUND (AT THE EAST ENDS OF PHASE 1 ON PARTRIDGE LANE AND WAXWING WAY). EXCAVATION MATERIALS DEEMED UNSUITABLE BY THE ENGINEER SHALL BE USED AS SITE ALL AWAY FROM ROADWAY CONSTRUCTION AS DIRECTED BY THE ENGINEER. NO ADDITIONAL MEASUREMENT OR PAYMENT FOR THIS WORK SHALL BE MADE. ALL AREAS SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY AT -2% TO +4% OF OPTIMUM MOISTURE. ITEM INCLUDES 8" SCARIFICATION AND COMPACTION OF IN-SITU SOIL UNDER SURFACE COARSE. SURFACE COURSE SHALL CONSIST OF 6" COMPACTED THICKNESS OF CLASS "A" ROADSTONE. 603. TRAFFIC CONTROL, 81D 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. 406. WATER SERVICE CONNECTION. 1" DIA.. COMPLETE, TAP IS TO BE MADE BY THE WATERLOO WATER WORKS. THE CONTRACTOR IS TO PROVIDE CORPORATION STOP. SADDLE (FOR SEVICES LARGER THAN 1" DIA. ONLY) AND AU. OTHER NECESSARY MATERIALS AND PAY TAPPING FEE. THE CONTRACTOR IS TO PROVIDE AND INSTALL WATER SHUT-OFF CURB BOX AND VALVE SET TO PROPER FINISH GRADE AND ALL OTHER NECESSARY MATERIALS. CURB STOPS SHALL HAVE POSITIVE STOPS AND PAVE BOXES SHALL HAVE STAINLESS STEEL RODS. CONTRACTOR SHALL NOTIFY DEVELOPERS ENGINEER PRIOR TO BACKFIWNG SERVICE UNES SO THAT THE ENGINEER MAY OBTAIN MEASUREMENTS ON SERVICE UNE AND TAP LOCATIONS. ALL WATER MAIN SHALL HAVE A MINIMUM OF 6 FEET OF COVER BELOW FINISHED GRADE. ALL TRENCHES TO BE COMACTED TO 95% OF STANDARD PROCTOR DENSITY AT -2% TO + 4% OF OPTIMUM MOISTURE IN 8" MAXIMUM LIFTS. MATERIALS AND CONSTRUCTION TO MEET THE REQUIREMENTS OF THE WATERLOO WATER WORKS AND THE WATERLOO PLUMBING INSPECTOR. THE CONTRACTOR SHALL VERIFY THESE REQUIREMENTS PRIOR TO BIDDING ON THIS PROJECT. 407 POURED CONCRETE THRUST RESTRAINT BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, EXCAVATION, COMPACTION AND APPURTENANT ITEMS NEEDED FOR INSTALLATION. CONCRETE TO BE CLASS C4 OR M4. SEE DETAILS. ITEM INCLUDES POURED PCC THRUST BLOCK AT EACH BEND, TEE AND DEAD END AS SHOWN OR AS DIRECTED BY THE ENGINEER AS PER DETAIL IN THESE PLANS. MEGA LUG OR OTHER MECHANICAL MEANS OF THRUST RESTRAINT MAY BE APPROVED BY THE ENGINEER AT HIS DISCRETION. CONTRACTOR SHALL SUBMIT PROPOSED PLAN OF THRUST RESTRAINT BY MECHANICAL MEANS TO THE ENGINEER FOR APPROVAL PRIOR TO UTILIZING MECHANICAL RESTRAINTS. THRUST RESTAINTS FOR NEW AND RELOCATED FIRE HYDRANTS AND TEES FOR NEW OR RELOCATED FIRE HYDRANTS ARE NOT INCLUDED IN THE QUANTITY FOR THIS ITEM, AS THEY ARE TO BE INCLUDED AS PART OT THE FIRE HYDRANT WORK. 502 PAVEMENT W/INTEGRAL CURB. P.C.C.. 7 -INCH THICK. I.D.O.T. CLASS C CONCRETE MIX FOR THIS ITEM SHALL BE AS FOLLOWS: AIR -ENTRAINED PAVEMENT MIX NO. C WITH CLASS II AGGREGATE. CLASS C FLY ASH, IN ACCORDANCE WITH SECTION 2301.04 OF THE I.D.O.T. STANDARD SPECIFICATIONS IS PERMITTED. THE USE OF SLAG IS ALLOWED AS PROVIDED IN IDOT SECTION 2301. ALL TRANSVERSE JOINTS SHALL BE C JOINTS UNLESS NOTED ON PLANS. ALL LONGITUDINAL JOINTS SHALL BE L-1 JOINTS UNLESS NOTED OTHERWISE. ALL REINFORCING STEEL TO BE SECURELY FASTENED TO APPROVED CHAIRS PRIOR TO PAVING. EXPANSION JOINTS SHALL BE PLACED AT LOCATIONS SHOWN ON THESE PLANS. PAVEMENT SHALL BE MACHINE POURED FULL WIDTH WITH INTEGRAL CURBS AS PER IDOT SECTION 2301. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS AND A MAXIMUM OF 24 HOURS ADVANCE NOTICE TO ENGINEER PRIOR TO ALL PAVING POURS. CONCRETE MIX FOR BOXOUTS SHALL BE THE SAME MIX AS PAVEMENT. BOXOUTS SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO MANHOLE OR INTAKE CONSTRUCTION. BOXOUT THICKNESS SHALL BE 9 INCHES THICK ON THIS PROJECT. EXPANSION JOINT MATERIAL SHALL BE FULL DEPTH OF PAVEMENT. PAVING PLACED AFTER AUGUST 31 SHALL BE CURED WITH A CURING COMPOUND/LINSEED OIL SOLUTION CONFORMING TO W.R. MEADOWS UN -SEAL WHITE CURING COMPOUND AND ANTI-SPAWNG COMPOUND OR ENGINEER APPROVED EQUAL THE CONTRACTOR SHALL INCLUDE THE COST OF THIS IN HIS/HER BID FOR THIS ITEM. APPLICATION RATE SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 604. MAINTENANCE BOND. 2 -YEAR ITEM INCLUDES PROVIDING A TWO-YEAR MAINTENANCE BOND TO THE OWNER, THE CITY OF WATERLOO AND 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 CITY OF WATERLOO AND THE WATERLOO WATER WORKS. SAID TWO YEAR PERIOD SHALL BEGIN AFTER THE PROJECT IMPROVEMENTS ARE ACCEPTED BY THE OWNER, THE CITY AND THE WATERLOO WATER WORKS. 601. ROAD CLOSURE SI -182. REMOVE AND RELOCATE ITEM INCLUDES ALL NECESSARY EQUIPMENT, LABOR AND MATERIAL TO RELOCATE THE EXISTING SI -182 CLOSURE ON THE END OF PARTRIDGE LANE FROM STA 5+70 TO STA 15+07. ADDITIONAL PRICES - BIDDER IS TO SUBMIT PRICES FOR THE FOLLOWING ITEMS THAT MAY OR MAY NOT BE UTILIZED ON THIS PROJECT AT THE DIRECTION OF THE ENGINEER Al. FOUNDATION MATERIAL ITEM TO BE PLACED UNDER SEWER PIPE AND MANHOLE BEDDING WHERE UNSUITABLE SOILS MUST BE REMOVED AND REPLACED PRIOR TO INSTALLATION OF BEDDING. THE USE OF FOUNDATION STONE MUST BE APPROVED IN ADVANCE BY THE ENGINEER. WET SOIL CONDITIONS ALONE SHALL NOT BE AN ACCEPTABLE REASON FOR USING FOUNDATION STONE, AS THE TRENCH MUST BE DEWATERED PRIOR TO THIS ASSESSMENT. A2. REPLACE EXISTING FIELD DRAIN TILE CROSSING. 3" TO 5" DIA. A3. REPLACE EXISTING FIELD DRAIN TILE CROSSING. 6" TO 12" DIA. THIS TEM INCLUDES ALL WORK AND MATERIALS NECESSARY TO REPLACE ACTIVE AND INACTIVE EXISTING FIELD DRAIN TILES CUT BY TRENCH EXCAVATIONS. EXISTING TILES TO BE REPLACED WITH PERFORATED SDR 35 PVC OF SAME DIAMETER AND TIED INTO EXISTING, UNDISTURBED TILE UNES WITH FERNCO CONNECTORS OR APPROVED EQUAL REPLACED TILE UNES TO BE PLACED ON BACKFILL COMPACTED TO A MINIMUM 95% OF STANDARD PROCTOR DENSITY. TILE ONES TO BE BACKFILLED WITH 1" MAX. CLEAN CRUSHED STONE FROM 4" BELOW TILE TO 12" ABOVE TOP OF PIPE FOR FULL LENGTH OF REPLACEMENT. TILES CUT BY EXCAVATION SHALL BE REPLACED FOR THE FULL WITH OF THE TRENCH PLUS 2' ON EACH SIDE OF THE TRENCH EXCAVATION. THE CONTRACTOR SHALL MAKE TILE UNE REPAIRS TO ROUTE TILE WATER OVER TRENCH EXCAVATION AREAS IMMEDIATELY AFTER CUTTING THE TILE AND BACKFIWNG THE TRENCH. CUT TILE UNES SHALL BE PROTECTED FROM DIRT AND OTHER MATERIALS ENTERING THE TILE PRIOR TO REPAIRS. MEASUREMENT AND PAYMENT SHALL BE ON THE BASIS OF EACH TILE UNE CUT. 0 O n Fri H 3 co "0 O m m m <n m X mED Z,� ❑ 0 0 0 Z 0 V TI W'0 W+ Vl'_1 0"0Amm>m.p-4 pgnoo(1) TZ� 2cOVO'23 rn D� r�pn=0�-OppN OMI mD D y Z O p- 0 D���DZZ�OW V) (5 rrrlIpcf00/1 [0�D7 X0-1°Osm�4) Z Z c a n -,+p 0I�O Irm*rllWHO O "q A D 2 1- .17 Ito 'rl pF�mes 0 o LQ, A O a FO 0 co 11 iJ1 2,4E6 wow gm: tr to HOZ 00 8 o�aDg ,40 > O 03W e.0 (0o rt 3 o 41 om . o, g t 0,0 0 3=T ID s g..5= e w 7 o 3.* w c9gicto RPT a m wti 4 n a c 0 0 3 w E g 0 0 5. v Qo•0 gv a.o 5.9- a0w c g f°,°0 0 5 c o.mo'm6a=o pRp 0'1 y� G Po• c .0 PC �•-, 0 O 5-=R a242,00.� o o DD o l,0 ^•0'alm w v0 3 -0 g 2. " n N17 O S o w V 0 0 C ap^^w tD 7 5:A W ,.0n• e,0w03 S 0 9".7 0 m 356.4."0, O tD o. C 44) IDD 0 0, 4)0(4oP3•0-•0ao ;1%90 w 8 0° ow otDww On p s 0 3f°' o'tcDO= ac o,o o tD awv 0.0.0 0 E °-o c 3o g b y0j O 0 V] w tT W'o Fa B tD 3 E. a tD CO 0 x 0 C 0 2 m 0 0 D n Z0 xz 00 W 0 -4 Construction Plans for Audubon Heights 5th Addition Waterloo, Iowa Typical Project Cross Section NO/1035 BK. P0. DR. T•54 DATE FILE NO. 4407 OK'D DATE DATE PLOTTED: 3-2-15 FILENAME: REVISIONS 9 3 4 r m II I II I I— 140' LEFT OF CENTERLINE r - b tm 0 A 32 n S X 0 0 m 11 II II 11 II 1, 1/ II 11 wo 1 o I� Jam_ II I 11 m 1 1 11 0 1 1 11 No I / 1 No! 1 1�y I 125' LEFT OF CENTERLINE • I 11 CO LA Fl Fl Om zN 0 33 O 0 2 mz Z0 4-1 S] D r33 Za N 0 LEFT OF CENTERLINE BUILDING LINE 40' LEFT OF CENTERLINE 30' LEFT OF CENTERLINE (RIGHT OF WAY UNE) 1 1 1 1 11 11 11 11 11 2. 3. 14' LEFT OF CENTERUNE (BACK/CURB LINE) ROAD CENTERLINE IT; 14' RIGHT OF CENTERLINE (BACK/CURB UNE) 25' RIGHT OF CENTERLINE 30' RIGHT OF CENTERLINE (RIGHT OF WAY UNE) 40' RIGHT OF CENTERLINE 60' RIGHT OF CENTERLINE (BUILDING LINE) —80' RIGHT OF CENTERUNE WV) mP1 O Z oX A 0 oz r C7 Z m z0 0 � JJ -73 zR to CWayne Claassen Engineering and Surveying, Inc. 2705 University Avenue • P.O. Box 898 • Waterloo, lowo 50701 Phone: (319) 235-8294 • Fax: (319) 235-0028 J* AZ 23 y Construction Plans for Audubon Heights 5th Addition Waterloo, Iowa Site Plan 13K. PD. DR. TJ+ FILE NO. 4407 OM DATE PLOTTED: 3-2-75 FILENAME: REV_ISA1_,I NS DATE DATE r CWayne Claassen Engineering and ESurveying, Inc. y 2705 University Avenue • P.O. Box 898 • Waterloo, Iowa 50701 S7 Phone: (319) 235-6294 • Fax (319) 235-0028 lithrA 1111001/4 NINE* 1111111 03 Construction Plans for Audubon Heights 5th Addition Waterloo, Iowa Erosion Control Plan PO. DR. UN DAZE FILE NO. 4407 dcb DAZE OATE PLOTTED: 3-2-15 FILENAME: REVISIONS 1. 2. 3. C E S Wayne Claassen Engineering and Surveying, Inc. 2705 University Avenue • P.O. Box 898 • Waterloo. lowo 50701 Phone: (319) 235-6294 • Fox: (319) 235-0028 932.7 0 932.76 932.8 932.6 931.83 932.2 +' 931.8 0 930.91 931.3 93.0.8 929.98 930.1 + 929.3 00 929.06 928.7 928.1 928.13 927.5 + 926.9 0 927.20 • 926.5 926.1 926.28 _925.8 co 4.925.5 .. • 925.35 925.3 925.0 924.43 A 3 0 o :- .ti CD CD N co 0co UT [0 O �z. cn ET CO0 1 1 rrM-9r----, N I I --I �-L-111ti .: SAN -5 O 4tM-8r-L H //; /. 1 v�1_-'� STM -7 -------------------- AUDUBON HEIGHTS 4TH ADDITION DDIT1C7N � w A z c v SD2 r- N 1 1 P 1 STA -.M.034812. 1 1 II 11 II z a z 0 to z 0 4. 1------ 1 I I I I I 1 I I 1 I I' I I I' I I I I I I 1 I I I I I L_ I I I 1 I 1 I STM -5,6 SAN -4 v 0 0 r rri zA Z 0 4+00 SAN -P6 ---- f -- FALCON RIDGE SD1 •••y 1I a) • 1 I •.-(J� r LL- 1 1 1; v.) rt.," �l 'N IImo* i 1 1,� 1 I� SD4 STM -10 12 SAN -P7 1 0 Construction Plans for Audubon Heights 5th Addition Waterloo, Iowa Plan/Profile - Partridge Lane to ZA aT 0 0 P1 0.11 00 g w 1'1 0 A c0� "10 > z Z G-) cn z I v Coila co (JI 0 0 (n --1 z -- 1--- - SK. PD. DR. TJN DATE ME ND. 4407 CK'D DATE DATE PLOTTED: 3-2-15 RLENAME: REVISIONS b cn -oI w 0 0 cri on D on SD3.... CD ---I-1 rn z CD Wayne Claassen Engineering and El Surveying, Inc. 2705 University Avenue • P.O. Box 898 • waterloo. Iowa 50701 Phone: (319) 235-6294 • Fax: (319) 235-0028 0 + 92co 5.5 .- O 925.35 11 • + 925,0 0 924.43 •-- • + 923_9 ;, 0 923.50 ca 1 �1,r� 1 l 1 • I 923.3 : 924:5 - +t 922.7 1 922.57 1 +! 921.3 oK 921.65 920.7 ,1 II 11 r, , II 919.3 920.0 a' 920.72 1 L •1111, Z I , tl� 1 V1 t ' wrr + 918.7 ;; 01919.80 1; 1r 11 l/ 11 9181 i r 1 m t r N ,E-. / t �D 7 7 1 1 8 1/ G —Al 917.6 11 1r bi 918.89 T; II . r/ 917.2 t 918.53p; tr.. }T i }i 916.6 , 81 918.24;] li 916.1 n 918.03 0I 917.91 sx 915.40 917.86 +,_._,915.4 0 917.89 01a 0 ▪ O STM -1,2 t0 w Cri Construction Plans for Audubon Heights 5th Addition Waterloo, Iowa Plan/Profile - Partridge Lane . PC DR T4N DATE FILE N0. 4407 GCD DATE DAZE PLOTTED: 3 -2 -lb FILENAME 1. 3-10-18 ADDED VALVE AT LOT LINE 17/18 CWayne Clausen Engineering and Er Surveying, Inc. 2763 University Avenue • P.Q. Box 898 • Waterloo, Iowa 80701 SPhone (319) 235-6294 • Fa= (319) 235-0028 1 II 917..6 918.89 1, 1 1 9172 ' L___. 918.53; 'Fr �$ 918.241' . 916.1 1 918.03 11 _ . 1_I_ .__.. .._._......__...__...._ I I w - '-1-1-- I SAN -2 S z II co 2 -I I I1 Ir• 1'92 TV 0 „ol`a 21 iI n I < gRIt+ S 1 Ci1 p, 11'_ .. I 11 1 V ST' 1 E\1CS: 13+32,172 EVE: 918.C5 917.6 918.0 '. 918.87 918.1 918.99 918.0 • 919.05 917.9_ 919.00 917.8 918.88 918.1 918.47 917.9 T, 918.19 EVCS: 16+29.415 EVCE 913.31 r". BVCS: 18••56 MX: 910.19 Construction Plans for V NO.. OMDR. a r� DATE 41 o Audubon Heights 5th Addition °a>eP�arv>o }z -'g" "4' Waterloo, Iowa i�'�'S ADDED `'AN' ��PIan/Profile - Partridge Lane CWayne Clausen Engineering and jT i Surveying, Inc. 2705 university avenue • P.O. Box 898 • waterloo. Iowa 50701 SI Phone: (319) 235-8294 • Fax: (319) 235-0028 1 LIST OF SANITARY SEWER MANHOLES LIST OF SANITARY SEWER PIPE NUMBER LO CAT] ON ALIGNMENT TYPE TOP CASTING ELEV. FLOWLI NE 0 UT ELEV. FLOWLINE IN ELEV. SAN -9 STA 13+53.04 PARTRIDGE STANDARD 918.20 905.311 905.411 LINE NUMBER LOCATION FROM TO PIPE TYP E PIPE DIAMETER (INCHES) LENGTH OF LINE (FE ETI SLOPE FLOW LINES 1 N LET ELEVATION OUTLET ELEVATION OTHER ELEVATION N OTE NOTES: 1. SANITARY MANHOLE S-9 SHALL BE BUILT AT END OF EXISTING 12" SANITARY SEWER UNE WORK INCLUDES REMOVAL OF EXISTING PLUG. 2. STANDARD SANITARY MANHOLE - SEE DETAILS ON SHEET 13 UST OF SANITARY SEWER SERVICES Lot No. Tee Location MAIN F. L TEE F. L Stub Location FIN GRADE ABOVE STUB Pipe Ota. Stub Elev. Length of Service Stub Slope Notes 11 13' EAST OF SAN -9 905.46 905.79 STA. 13+72 45' RT. 919.43 4' 909.43 47' 7.748 1,2,3 12 93' EAST OF SAN -9 905.78 906.11 STQ. 14+48 45 RT. 919.96 4' 909.96 49' 7.868 1,2,3 13 83' EAST OF SAN -9 905.74 906.07 ST6. 14+39 45 LT. 919.90 4' 909.90 41' 9.34% 1,2,3 NOTES: 1. STUB ENDS OF ALL SANITARY SEWER SERVICES SHALL BE PLUGGED WATER -TIGHT WITH AN APPROVED COMMERCIAL PLUG. THE END SHALL ALSO BE MARKED WITH A STANDARD 6' "1' SECTION METAL FENCE POST AND A WOODEN 2x4X6'(MIN.) D(1ENDING A MIN. OF 2' ABOVE FINAL GRADE (INCIDENTAL 70 SANITARY SERVICE CONSTRUCTION). SEE TYPICAL SANITARY SEWER SERVICE DETAIL ON SHEET 13. 2. SEE DETAIL SW -201 ON SHEET 23 FOR DETAILS OF SLOPE AND RISERS 3. CONTRACTOR SHALL CONTACT THE CITY ENGINEERING DEPARTMENT TO GET GPS LOCATES ON THE SANITARY SERVICE LOCATIONS PRIOR TO BAgCRWNG TRENCHES. All 1. STUB ENDS OF ASANITARY SEWER SERVICES SHALL BE PLUGGED WATER -TIGHT WITHAN APPROVED COMMERCIAL PWEN'M G. THE D SHALL ALSO BE MARKED DR A STANDARD 6' "1' SECTION METAL FENCE POST AND A WOODEN 2X4X6'(MI14MENDING ENDING A MIN. OF 2' ABOVE FINAL GRADE (INCIDENTAL TD SANITARY SERVICE CONSTRUCTION). SEE TYPICAL SANITARY SEWER SERVICE DETAIL ON SHEET 13. 2. MARKER POSTS FROM THE 4111 ADDITION CAN BE RE -USED TO MARK THE LOCATION OF THE ENDS OF THE 5' EXTENSIONS. 3. EXTEND SANITARY SERVICE CONSTRUCTED IN THE AUDUBON HEIGHTS 4TH ADDITION. 4CONTRACTOR SHALL CONTACT THE CITY ENGINEERING ES DEPARTMENT TO GET GPS LOCATON THE SANITARY SERVICE LOCATIONS PRIOR TO BACKFTLLNRG TRENCHES SAN -P10 STA 15+95.30 SAN -9 PVC 12 240.00 0.40 906.37 905.41 PWG END WATER -TIGHT EXISTING GROUND SURFACE 1 12' TOPSOIL STRIP, SALVAGE, STOCKPILE AND RESPREAD WIDTH (INCIDENTAL TO SEWER CONSTRUCTION) FINAL (VARIABLE) 1Y COVER FLEXIBLE PIPE 4' BEDDING BASS 1A. 1' CLEAN TION 1FDA1/2'C.LEAN (IF REQUIRED BY OWNER'S REPRESENTATIVE) *Install In accordance with ASTM D2321 NOTES 1. EMBEDMENT MATERIAL (CLASS 1A, 1' CLEAN) AND FOUNDATION MATERIAL (I 1/2' CLEAN), IF REQUIRED BY ENGINEER, BEDDING, HAUNCHING AND INITIAL BACKFILL TO THE NOTED THICKNESS ABOVE THE TOP OF PIPE SHALL BE CLEAN CRUSHED STONE FREE FROM CLAY, LOAM AND DIRT AND DISINTEGRATED STONE PLACED IN 6' MAXIMUM LIFTS COMPACTED TO A MINIMUM DENSITY OF 95% OF MAXIMUM CONSOLIDATION IN ACCORDANCE TO ASTM D698 OR AASHTO T99. IF FOUNDATION MATERIAL IS REQUIRED BY THE ENGINEER DUE TO UNSTABLE MATERIALS. IT SHALL BE MEASURED AND PAID FOR SEPERATELY IN ACCORDANCE WITH THE APPLICABLE UNIT PRICE BID. ALL OTHER EMBEDMENT MATERIAL SHALL BE INCIDENTAL TO APPLICABLE SEWER CONSTRUCTION µZµ{ ITEMS. Gi 2. FINAL BACKFILL SHALL CONSIST OF SUITABLE TRENCH EXCAVATION MATERIALS AS APPROVED BY THE ENGINEER PLACED IN MAXIMUM 8' UFTS AND COMPACTED TO A MIN. OF 90% (EXCEPT FOR WITHIN ROAD RIGHT OF WAYS, PARKING, DRIVEWAYSLL AND UNDER FIELD DRAIN TILE CROSSINGS WHICH SHABE COMPACTED TO 95% AT -2% TO +4% OF OPTIMUM MOISTURE) OF STANDARD PROCTOR DENSITY AS DEFINED ABOVE FROM 12' ABOVE TOP OF THE PIPE TO THE BOTTOM OF THE TOPSOIL REPLACEMENT ZONE (OR BOTTOM OF PAVEMENT IN AREAS UNDER EXISTING PAVEMENTS). Sanitary Sewer and Services Typical Section- Bedding and Backfill for PVC Truss Pipe and SDR 23.5 Services Scale: None SEE SHEET 18 FOR DETAILS .a ca a) c a) w^ i.. c N as _c Et = 5. � Y U) 7, v sheet 12 °f 23 4407 UST OF SANITARY SEWER SERVICE EXTENSIONS EXISTING SANITARY SEWER SERVICES THIS PROJECT Lot No. Tee Location MAIN F. L TEE F. L Stub Location FIN GRADE ABOVE STUB Pipe Dia. Stub Eley Length of Service Stub Slope Notes Ext. Stub Elev.Notes 5' © 28 10 -4TH 273' WEST OF SAN -4 915.51 915.68 ST.. 5+14 40 RT.. 931.65 4' 921.65 40' 14.938 1,2 921.75 1,2,3,4 1 182' WEST OF SAN -4 915.14 915.31 ST . 6+05 40 RT. 929.96 4' 919.96 40' 11.638 1,2 920.06 1,24 2 100' WEST OF SAN -4 914.81 914.98 STH,. 6+87 40 RT. 928.45 4' 918.45 40' 8.688 1,2 918.55 1,2,4 3 16' WEST OF SAN -4 914.47 914.64 ST{A. 7+71 40 RT. 928.89 4' 916.89 40' 5.63% 1,2 916.99 1,24 4 179' WEST OF SAN -3 913.36 913.53 ST/N. 8+53 40 RT. 925.37 4' 915.37 42' 4.38% 1,2 915.47 1,2,4 5 96' WEST OF SAN -3 912.07 912.24 ST{A. 9+35 40 RT. 923.84 4' 913.84 43' 3.72% 1,2 913.94 1,2,4 6 15' WEST OF SAN -3 910.72 910.89 ST6. 10+12 40 RT. 922.43 4' 912.43 42' 3.67% 1,2 912.53 1,2,4 7 101' WEST OF SAN -2 908.63 908.78 STQ. 10-1-85 40 RT. 921.08 4" 911.08 47' 4.858 1.2 911.18 1,24 8 19' WEST OF SAN -2 905.41 905.57 ST(i 11+61 40 RT. 919.72 4' 909.72 48' 8.638 1,2 909.82 1,2,4 9 53' EAST OF SAN -2 904.88 905.21 ST¢. 12+44 40 RT. 918.93 4" 808.93 50' 7.448 1,2 909.03 1,2,4 10 105' EAST OF SAN -2 905.08 905.41 STQ. 12+91 40 RT. 918.87 4' 908.87 50' 6.928 1,2 908.97 1.24 14 130' EAST OF SAN -2 905.19 905.52 ST(Y. 13+26 40 LT., 919.01 4' 909.01 35' 9.978 1,2 909.11 1,24 15 64' EAST OF SAN -2 904.76 905.09 ST6. 12+53 40 LT. 918.90 4' 908.90 30' 12.708 1.2 909.00 1.24 16 48' WEST OF SAN -2 906.55 906.79 STQ. 11+36 40 LT. 920.12 4' 910.12 31' 10.748 1.2 910.22 1.2.4 17 7' WEST OF SAN -3 910.69 910.86 ST6. 10+28 40 LT. 922.13 4' 912.13 39' 3.268 1.2 912.23 1.2,4 18 100' WEST OF SAN -3 912.14 912.31 ST(+,. 9+29 40 LT. 923.96 4" 913.96 37' 4.468 1,2 914.06 1,2.4 19 184' WEST OF SAN -3 913.45 913.62 ST(,. 8+45 40 LT. 925.52 4' 915.52 39' 4.87% 1.2 915.62 1,2,4 20 26' WEST OF SAN -4 914.51 914.68 STQ. 7+61 40 LT. 927.08 4' 917.08 40' 6.008 1.2 917.18 1,24 21 110' WEST OF SAN -4 914.85 915.02 ST6. 6+77 40 LT. 928.63 4' 918.63 40' 9.038 1,2 918.73 1,24 22 194' WEST OF SAN -4 915.19 915.36 STQ. 5+93 40 LT. 930.19 4" 920.19 40' 12.088 1,2 920.29 1,2,4 11-41H 267' WEST OF SAN -4 915.56 915.73 ST6. 5+00 40 LT. 931.91 4' 921.91 40' 15.458 1,2 922.01 1,23,4 All 1. STUB ENDS OF ASANITARY SEWER SERVICES SHALL BE PLUGGED WATER -TIGHT WITHAN APPROVED COMMERCIAL PWEN'M G. THE D SHALL ALSO BE MARKED DR A STANDARD 6' "1' SECTION METAL FENCE POST AND A WOODEN 2X4X6'(MI14MENDING ENDING A MIN. OF 2' ABOVE FINAL GRADE (INCIDENTAL TD SANITARY SERVICE CONSTRUCTION). SEE TYPICAL SANITARY SEWER SERVICE DETAIL ON SHEET 13. 2. MARKER POSTS FROM THE 4111 ADDITION CAN BE RE -USED TO MARK THE LOCATION OF THE ENDS OF THE 5' EXTENSIONS. 3. EXTEND SANITARY SERVICE CONSTRUCTED IN THE AUDUBON HEIGHTS 4TH ADDITION. 4CONTRACTOR SHALL CONTACT THE CITY ENGINEERING ES DEPARTMENT TO GET GPS LOCATON THE SANITARY SERVICE LOCATIONS PRIOR TO BACKFTLLNRG TRENCHES SAN -P10 STA 15+95.30 SAN -9 PVC 12 240.00 0.40 906.37 905.41 PWG END WATER -TIGHT EXISTING GROUND SURFACE 1 12' TOPSOIL STRIP, SALVAGE, STOCKPILE AND RESPREAD WIDTH (INCIDENTAL TO SEWER CONSTRUCTION) FINAL (VARIABLE) 1Y COVER FLEXIBLE PIPE 4' BEDDING BASS 1A. 1' CLEAN TION 1FDA1/2'C.LEAN (IF REQUIRED BY OWNER'S REPRESENTATIVE) *Install In accordance with ASTM D2321 NOTES 1. EMBEDMENT MATERIAL (CLASS 1A, 1' CLEAN) AND FOUNDATION MATERIAL (I 1/2' CLEAN), IF REQUIRED BY ENGINEER, BEDDING, HAUNCHING AND INITIAL BACKFILL TO THE NOTED THICKNESS ABOVE THE TOP OF PIPE SHALL BE CLEAN CRUSHED STONE FREE FROM CLAY, LOAM AND DIRT AND DISINTEGRATED STONE PLACED IN 6' MAXIMUM LIFTS COMPACTED TO A MINIMUM DENSITY OF 95% OF MAXIMUM CONSOLIDATION IN ACCORDANCE TO ASTM D698 OR AASHTO T99. IF FOUNDATION MATERIAL IS REQUIRED BY THE ENGINEER DUE TO UNSTABLE MATERIALS. IT SHALL BE MEASURED AND PAID FOR SEPERATELY IN ACCORDANCE WITH THE APPLICABLE UNIT PRICE BID. ALL OTHER EMBEDMENT MATERIAL SHALL BE INCIDENTAL TO APPLICABLE SEWER CONSTRUCTION µZµ{ ITEMS. Gi 2. FINAL BACKFILL SHALL CONSIST OF SUITABLE TRENCH EXCAVATION MATERIALS AS APPROVED BY THE ENGINEER PLACED IN MAXIMUM 8' UFTS AND COMPACTED TO A MIN. OF 90% (EXCEPT FOR WITHIN ROAD RIGHT OF WAYS, PARKING, DRIVEWAYSLL AND UNDER FIELD DRAIN TILE CROSSINGS WHICH SHABE COMPACTED TO 95% AT -2% TO +4% OF OPTIMUM MOISTURE) OF STANDARD PROCTOR DENSITY AS DEFINED ABOVE FROM 12' ABOVE TOP OF THE PIPE TO THE BOTTOM OF THE TOPSOIL REPLACEMENT ZONE (OR BOTTOM OF PAVEMENT IN AREAS UNDER EXISTING PAVEMENTS). Sanitary Sewer and Services Typical Section- Bedding and Backfill for PVC Truss Pipe and SDR 23.5 Services Scale: None SEE SHEET 18 FOR DETAILS .a ca a) c a) w^ i.. c N as _c Et = 5. � Y U) 7, v sheet 12 °f 23 4407 mvn X1NO AwLN'S = (*) C AVO NVIS oa sg 31V0S Ol LON (83M3S INNOlS Pio AWL! 21OHNVW Q2jVGNVIS m m 0 z n z m 1 SANITARY SEWER SERVICE STUB z g b.+ FIGURE 4010.201 1 STANDARDROADPLAN B N J i I iii £ p g9 21 C.n 2 2sZNFI C 1 Construction Plans for Audubon Heights 5th Addition Waterloo, Iowa Sanitary Sewer and Services SANITARY SEWER SERVICE STUB z i a STANDARDROADPLAN 0 if N J i BK. PG. DR. T•N DATE FILE N0. 4407 OK'D DATE DATE PLOTTED: 3-2-15 FILENAME: REVISIONS 1. 2. 3. Wayne Claassen Engineering and Surveying, Inc. 2705 University Avenue • P.O. Box 898 • Waterloo. Iowa 50701 Phone: (319) 235-6294 • Fax: (319) 235-0028 LIST OF INTAKES AND MANHOLES NUMBER LOCATION - STATION, OFFSET" TYPE OR STANDARD ROAD PLAN FORM GRA RIM ELEV. FLOW LINE ELEV. NOTE STM -1 PARTRIDGE STA 12+67.81, 14.00' RT. SW -509 917.58 913.28 1 STM -2 PARTRIDGE STA 12+67.81, 14.00' LT. SW -509 917.58 913.58 1 STM -3 PARTRIDGE STA 10+22.70. 14.00' LT. SW -509 920.95 916.95 1 STM -4 PARTRIDGE STA 10+22.70, 14.00' RT. SW -509 920.95 916.65 1 STM -5 PARTRIDGE STA 7+00, 14.00'. LT. SW -509 926.92 922.92 1 STM -6 PARTRIDGE STA 7+00, 14.00' RT. SW -509 926.92 922.62 1 NOTES: 1. BOXES FOR STRUCTURES STM -1 THRU STM -6 WERE CONSTRUCTED IN A PREVIOUS PHASE THIS PROJECT INCLUDES THE TOPS ONLY. REMOVE AND DISCARD THE bItt. COVER COVER PLATES. TABULATION OF LONGITUDINAL SUBDRAIN (SHOULDER) NOTA BID ITEM LOCATION LONGITUDINAL SUBDRAIN SHOULDER POROUS* BACKFILL OUTLET NOTES LINE NO. ROAD OR AREA IDENT. Note DEPTH OD STATION TO STATION SIDE INCH SIZE LIN. FT. CU. YDS. TYPE LOCATIONS SDI PARTRIDGE 7+06 8+64 RT. 48 6 160 19 INSERTA TEE STM -P6 1,2,5,6 SO2 PARTRIDGE 8+64 9+98 RT. 48 6 138 17 INSERTA TEE STM -P6 1,2,5,6 503 PARTRIDGE 9+96 10+21 RT. 4B 6 25 3 RF -190, 12 STM -4 1,2,3,4,5 SO4 PARTRIDGE 7+06 10+19 LT. 4B 6 311 37 RF -19C, 7A STM -3 1,2,3,4,5 505 PARTRIDGE 10+35 12+4B RT. 48 6 224 27 INSERTA TEE STM -P3 1,2,5,6 SDS PARTRIDGE 1 2+48 12+65 RT. 48 6 20 2 RF -19C, 12 STM -1 1,2,3,4,5 507 PARTRIDGE 10+29 1 2+64 LT. 48 6 227 27 RF -190, 7A STM -2 1,2,3,4,5 SD8 PARTRIDGE 14+95 1 2+72 RT. 48 6 247 30 RF -19C, 7A STM -1 1,2,3,4,5 809 PARTRIDGE 15+13 12+72 LT. 48 6 218 26 RF -19C, 7A STM -2 1,2,3,4,5 * POROUS BACKFILL INCLUDED WITH ITEM UNIT PRICE. EST. @ 0.12 CY/LF NOTES: 1. SUBDRAINS TO BE CONSTRUCTED PER IDOT STANDARD ROAD PLAN DR -303. 2. SUBDRAIN TILE SHALL BE THE NOTED DIAMETER AND SHALL CONSIST OF PERFORATED PVC, CONTECH A-2000 PVC DRAIN TILE OR PERFORATED HANCOR SHURLOCK F477 HDPE. 3. THIS UNE SHALL OUTLET INTO STORM SEWER STRUCTURE. CONNECTION TO STRUCTURE SHALL MEET REQUIREMENTS OF I.D.O.T. STANDARD ROAD PLANS DR -303 FOR CONNECTIONS TO STORM SEWER INTAKES, ADJUbItD FOR 6" DIA. SUBDRAIN, OR AS APPROVED BY THE ENGINEER. 4. DR -303 OUTLETS SHALL BE PLACED IN INTAKES AT TIME THE INTAKES ARE POURED. 5. UPSTREAM END OF THIS LINE SHALL BE PLUGGED WITH AN END CAP SUPPUED BY THE PIPE MANUFACTURER. 6. THIS UNE SHALL OUTLET INTO STORM SEWER WITH A MANUFACTURED INSERTA TEE. REMOVABLE MESH CAP (1/2' HARDWARE CLOTH) 1/2" MESH GALVANIZED SCREEN ON AN APPROVED RODENT GUARD FASTENED SECURELY, BUT NOT PERMANENTLY, TO OUTLET PIPE. REDUCING COUPLER (AT CONTRACTOR'S OPTION. THE 6" SUBDRAIN MAY BE EXTENDED INTO THE 8" C.M.P. A MIN. OF 1'-0" AND THE OPENING FULLY SEALED WITH GROUT). 2'—D" 7" Thick P.C.C. PO OUPERFORATED SUBDRAIN 12- 2 LF. OF 8" CORRUGATED METAL PIPE TYPICAL DETAIL SUBDRAIN- STORM SEWER CONNECTION (80 SCALE) 8" Thick Subbase POROUS BACKFILL 6" PERFORATED LONGITUDINAL SUBDRAIN 3' TYPICAL CROSS-SECTION 6"95 LONGITUDINAL SUBDRAIN (NO SCALE) LIST OF SUMP PUMP SUBDRAIN UTLETS ■ Lot No. Location Note 1 STA. 5+44, TEE INTO STORM SEWER PARTRIDGE LANE RT. 2,3,4,5 2 STA. 6+29, TEE INTO STORM SEWER PARTRIDGE LANE RT. 2,3,4,5 3 STA. 7+13, TEE INTO STORM SEWER PARTRIDGE LANE RT. 2,3,4,5 4 STA. 7+96, TEE INTO STORM SEWER PARTRIDGE LANE RT. 2,3,4,5 5 STA. 8+82, TEE INTO LONGITUDINAL SUBDRAIN UNE PARTRIDGE LANE RT. 1,2,3,5 6 STA. 9+65, TEE INTO LONGITUDINAL SUBDRAIN UNE PARTRIDGE LANE RT. 1,2,3,5 7 STA. 10+40, TEE INTO LONGITUDINAL SUBDRAIN UNE PARTRIDGE LANE RT. 1,2,3,5 8 STA. 11+15, TEE INTO LONGITUDINAL SUBDRAIN UNE PARTRIDGE LANE RT. 1,2,3,5 9 STA. 11+96, TEE INTO LONGITUDINAL SUBDRAIN LINE PARTRIDGE LANE RT. 1,2,3,5 10 STA. 13+39, TEE INTO LONGITUDINAL SUBDRAIN UNE PARTRIDGE LANE RT. 1,2,3,5 11 STA. 14+14, TEE INTO LONGITUDINAL SUBDRAIN UNE PARTRIDGE LANE RT. 1,2,3,5 12 STA. 14+98, TEE INTO LONGITUDINAL SUBDRAIN LINE PARTRIDGE LANE RT. 1,2,3,5 13 STA. 14+92, TEE INTO LONGITUDINAL SUBDRAIN UNE PARTRIDGE LANE LT. 1,2,3,5 14 STA. 14+00, TEE INTO LONGITUDINAL SUBDRAIN UNE PARTRIDGE LANE LT. 1,2,3,5 15 STA. 11+80, TEE INTO LONGITUDINAL SUBDRAIN LINE PARTRIDGE LANE LT. 1,2,3,5 16 STA. 10+69, TEE INTO LONGITUDINAL SUBDRAIN UNE PARTRIDGE LANE LT. 1,2,3,5 17 STA. 9+65, TEE INTO LONGITUDINAL SUBDRAIN UNE PARTRIDGE LANE LT. 1,2,3,5 18 STA. 8+81, TEE INTO LONGITUDINAL SUBDRAIN UNE PARTRIDGE LANE LT. 1,2,3,5 19 STA. 7+97, TEE INTO LONGITUDINAL SUBDRAIN UNE PARTRIDGE LANE LT. 1,2,3,5 20 STA. 7+13. TEE INTO LONGITUDINAL SUBDRAIN UNE PARTRIDGE LANE LT. 1,2,3,5 21 STA. 6+29, TEE INTO LONGITUDINAL SUBDRAIN UNE PARTRIDGE LANE LT. 1,2,3,5 22 STA. 5+45, TEE INTO LONGITUDINAL SUBDRAIN UNE PARTRIDGE LANE LT. 1,2,3,5 NOTES: 1. SUBDRAIN CONNECTIONS SHALL CONSIST OF A 6" X 4" TEE, 4" DIA. NON -PERFORATED PIPE AND A 4" DIA MANUFACTURED END CAP, ALL OF THE SAME MATERIAL AS THE LONGITUDINAL SUBDRAIN. ALL SERVICE UNES SHALL EXTEND, AT 1% SLOPE, 15' INTO THE LOTS. 2. EACH CONNECTION SHALL BE INSTALLED AT THE SAME TIME AS THE SUBDRAIN AND BACKFILLED WITH POROUS MATERIAL IN THE SAME MANNER AS THE SUBDRAIN. 3. THE END OF EACH 4" DIA/ CAP SHALL BE MARKED WITH A 6' "TEE" SECTION STEEL FENCE POST. 4. STORM SEWER CONNECTIONS SHALL CONSIST OF AN INSERT -A -TEE, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, 4" DIA. NON -PERFORATED PIPE AND A 4" DIA MANUFACTURED END CAP, ALL OF THE SAME MATERIAL AS THE LONGITUDINAL SUBDRAIN. ALL SERVICE UNES SHALL EXTEND, AT 1% SLOPE, 15' INTO THE LOTS. 5. CONTRACTOR SHALL CONTACT THE CITY ENGINEERING DEPARTMENT TO GET GPS LOCATES ON THE SUMP PUMP OUTLET LOCATIONS PRIOR TO BACKFILLING TRENCHES. a I 15' i TIP. R/W UNE GRADE AT R/W UNE (._.i% MP.) L —THE END OF EACH 4' DIA/ CAP SHALL BE MARKED WITH A 6' "TEE" SECTION STEEL FENCE POST PLUG END WATER—TIGHT WITH AN APPROVED 4" DIA. COMMERCIAL PLUG SUBDRAIN TILE SHAD- BE THE NOTED DIAMETER AND SHALL CONSIST OF NON PERFORATED PVC, CONTECH A-2000 PVC DRAIN TILE OR NON PERFORATED RANCOR SHURLOCK F477 HDPE. PROVIDE 6" X 4" TEE FOR CONNECTION TO 6" DIA. SUBDRAIN Typical Detail- Sump Pump Subdrain Outlet Scale: None 0 n 0 6 3 N O • N m� do d�E o C� m 0 2:"4 G0 P �l o 0 o Fa N C UNcin a a 0 0 -3 0 iJ Pi 0 z cn c .0 c L Q O s c N� o O co VI RE al 76 O ® O O ® v/ � N �iE O 2 (� O O 0 O < cn sheet 14 of 23 i --�� 4407 UST OF WATER SERVICE UNES LOT NO. LOCATION SERVICE MATERIAL SERVICE DIAMETER LENGTH OF UNE (FEET) MINIMUM SERVICE BURY DEPTH NOTES 1 PARTRIDGE STA 5+82 RT. COPPER 1" DIA. 65 6' 1,2 2 PARTRIDGE STA 6+66 RT. COPPER 1" DIA. 65 6' 1,2 3 PARTRIDGE STA 7+50 RT. COPPER 1" DIA. 65 6' 1,2 4 PARTRIDGE STA 8+35 RT. COPPER 1" DIA. 65 6' 1,2 5 PARTRIDGE STA 9+19 RT. CAPPER 1" DR. 65 6' 1,2 6 PARTRIDGE STA 10+01 RT. COPPER 1" DIA. 65 6' 1,2 7 PARTRIDGE STA 10+71 RT. COPPER 1" DIA. 65 6' 1,2 8 PARTRIDGE STA 11+50 RT. COPPER 1" DIA. 65 6' 1,2 9 PARTRIDGE STA 12+30 RT. COPPER 1" DIA. 65 6' 1,2 10 PARTRIDGE STA 13+05 RT. COPPER 1" DIA. 65 6' 1,2 11 PARTRIDGE STA 13+82 RT. COPPER 1" DIA. 65 6' 1,2 12 PARTRIDGE STA 14+59 RT. COPPER 1" DIA. 65 6' 1,2 13 PARTRIDGE STA 14+50 LT. COPPER 1" DIA. 25 6' 1,2 14 PARTRIDGE STA 13+39 LT. COPPER r DIA. 25 6' 1,2 15 PARTRIDGE STA 12+25 LT. COPPER 1" DIA. 25 6' 1,2 16 PARTRIDGE STA 11+25 LT. COPPER 1" DIA. 25 6' 1,2 17 PARTRIDGE STA 10+06 LT. COPPER 1" DIA. 25 6' 1,2 18 PARTRIDGE STA 9+14 LT. COPPER 1" DIA. 25 6' 1,2 19 PARTRIDGE STA 8+30 LT. ' COPPER 1" DIA. 25 6' 1,2 20 PARTRIDGE STA 7+45 LT. COPPER 1" DIA. 25 6' 1,2 21 PARTRIDGE STA 6+61 LT. COPPER 1" DIA. 25 6' 1,2 22 PARTRIDGE STA 5+77 LT. COPPER r DIA. 25 6' 1,2 1. ALL WATER SYSTEM CONSTRUCTION IS TO HAVE A MINIMUM 6' OF COVER OVER TOP OF PIPE FINAL GRADE). 2. WATER AND SEWER SERVICE ONES SHALL MAINTAIN A HORIZONTAL DISTANCE OF 10 Ittl AND A VERTICAL DISTANCE OF 18 INCHES. 3. STUB ENDS OF ALL WATER SERVICES SHALL BE PLUGGED WATER—TIGHT WITH AN APPROVED COMMERCIAL PLUG. THE END SHALL ALSO BE MARKED WITH A STANDARD 6' "T' SECTION METAL FENCE POST AND A WOODEN 2X4X6'(MIN.) EXTENDING A MIN. OF 2' ABOVE FINAL GRADE (INCIDENTAL TO WATER SERVICE CONSTRUCTION). SEE TYPICAL SANITARY SEWER SERVICE DETAIL ON SHEET 13. (FROM UST OF WATER SERVICE LINE EXTENSIONS (EXTENSIONS OF SERVICE ONES INSTALLED UNDER AUDUBON HEIGHTS 4TH ADDITION) EXISTING WATER SERVICE LINES WATER SERVICE EXTENSION (httt) LOT NO. LOCATION SERVICE MATERIAL SERVICE DIAMETER LENGTH OF UNE (FEET) MINIMUM SERVICE BURY DEPTH NOTES 10 PARTRIDGE STA 5+13 RT. COPPER 1" DIA. 60 6' 1,2 5 11 -- PARTRIDGE STA 4+99 LT. COPPER 1" DIA. 20 6' 1,2 5 1. ALL WATER SYSTEM CONSTRUCTION IS TO HAVE A MINIMUM 6' OF COVER OVER TOP OF PIPE (FROM FINAL GRADE). 2. WATER AND SEWER SERVICE LINES SHALL MAINTAIN A HORIZONTAL DISTANCE OF 10 FEET AND A VERTICAL DISTANCE OF 18 INCHES. 3. STUB ENDS OF ALL WATER SERVICES SHALL BE PLUGGED WATER—TIGHT WITH AN APPROVED COMMERCIAL PLUG. THE END SHALL ALSO BE MARKED WITH A STANDARD 6' "T" SECTION METAL FENCE POST AND A WOODEN 2X4X6'(MIN.) EXTENDING A MIN. OF 2' ABOVE FINAL GRADE (INCIDENTAL TO WATER SERVICE CONSTRUCTION). SEE TYPICAL SANITARY SEWER SERVICE DETAIL ON SHEET 13. EXISTING GROUND SURFACE 12' TOPSOIL STRIP. SALVAGE. STOCKPILE AND RESPREAD TMDTH (INCIDENTAL TO WATER MAIN AND SERVICE CONSTRUCTION) FINAL (VARIABLE) 04 PPE 0.D. - CLASS 'e' 4' ODOM —CLASS '9' OTaieh'S7A *Meta In accordance with ASTM C12-88 // PIPE E T MURAL (SFE mom* NOTES 1. EMBEDMENT MATERIAL AND INITIAL SACKFUL TO BE SUITABLE EXCAVATION MATERIAL PLACED IN 8' MAXIMUM UFTS COMPACTED TO A MINIMUM DENSITY OF 88% OF MAXIMUM CONSOLIDATION IN ACCORDANCE TO ASTM 0988 OR AASHTO T99. IF FOUNDATION MATERIAL IS REQUIRED BY THE ENGINEER DUE TO UNSTABLE MATERIALS, IT SHALL BE MEASURED AND PAT) FOR SEPERATELY IN ACCORDANCE WITH THE APPLICABLE UNIT PRICE BIO. ALL 0111ER EMBEDMENT MATERIAL SHAD. BE INCIDENTAL TO APPLICABLE SEWER CONSTRUCTION ITEMS. 2. FINAL BACKFILL SHALL CONSIST OF SUITABLE TRENCH EXCAVATION MATERIALS AS APPROVED BY 1FE ENGINEER PLACED IN MAXIMUM 8' LIFTS AND COMPACTED TO A MENIMUM OF BINK (EXCEPT FOR WITHIN ROAD RIGHT—OF—WAYS AND PARKING AND DRIVEWAY AREAS WHICH SHALL BE COMPACTED TO 95% AT —2% TO +4% OF OPTIMUM MOISTURE) OF STANDARD PROOTOR DENSITY AS DEFINED ABOVE FROM 12' ABOVE TOP OF 1HE PIPE TO DIE BOTTOM OF THE TOPSOIL REPLACEMENT ZONE (OR BOTTOM OF PAVEMENT IN AREAS UNDER EXITING PAVEMENTS). Typical Section- Bedding and Backfill for Water Main and Services Scale: None TOP OF WATER SHUT-OFF TO BE FLUSH WITH DESIGN FINAL GRADE Location Post PRE APPROVED CURB BOX PRE APPROVED 1" DIA. CURB VALVE WATERLOO ARCH PATTERN SET ON CONC. BLOCK DUCTILE IRON WATER MAIN DLLS 10.0 20.0' TAP MADE BY WATERLOO WATER WORKS -1 PROVIDE SMITH-BLAIR 317 SADDLE AND B 25008 MUELLER 1" DIA. CORPORATION VALVE AND AU. OTHER NECESSARY MATERIALS 1\-1" DIA. COPPER WATER SERVICE UNE (TV.) TO BE INSTALLED 8Y A UCENSED CONTRACTOR. (MIN. COVER OVER TOP OF PIPE., B.') TOP OF WATER SHUT-OFF' TO BE FLUSH SI1H DESIGN FINAL GRADE 30.0' Lacatios Post PRE APPROVED CURB BOX Typical Cross Section 1 " Dia. Water Service Construction Scale: None APPROVED 1" DIA. CURB VALVE WATERLOO ARCH PATTERN SET ON CONC. BLOCK as C .? LATai4c 41 a 14d 0) L a) Sheet ~ 15 of 23 4407 OUARTER BEND .4f,,,:s, s . es I -nl!�, , nom . ..opawn It.I I KORt7Oi{T&t ilfFSET REDUCING CROSS TEE �IfI=LrL- !t/err v,r- rT rr — !T_-lir].7=7IT� Y 8RINCH a� 1 , t�PiViir1 (� y ./ itre"3141r 4 MIL Ni__ PLASTIC /""0 /ter FILM ire 'J'— //I n,/ 94, 0111101=== rlrr _ .,. fr rfr.. n _ lrt /1:.-111:_- r/rr .7---••• Tit PLUGGED CROSS nim r/ ii ii /ate/// 4 MIL •/�. PLASTIC 11 FILM Art u PLUGGED TEE STANDARD DRAWING NO. 11-18 THRUST BLOCK INSTAL_ATION Thrust Restraint A. Hydrants: The bowl of each hydrant shall be well braced against a sufficient area of unexcavated earth at the end of the trench with stone slabs or concrete backing, or it shall be tied to the pipe with suitable metal tie rods, clamps, or restrained joints as shown or approved by the Engineer. 1) Tie rods, clomps, or other components of dissimilar metal shall be protected against corrosion by hand application of a bituminous coating or by encasement of the entire assembly with 8—mil. thick, loose polyethylene film in accordance with AWWA C105. 2) Thrust—restraint design pressure should be equal to the test pressure or a minimum of 150 psi, whichever is greater. 8. Fittings: All plugs, caps, tees, and bends, unless otherwise specified, shall be provided with reaction backing, or suitably restrained by attaching metal rods, clamps. or restrained joints as shown or specified by the Engineer. C. Restraint materials: Vertical and horizontal reaction backing shall be made of concrete having a compressive strength of not Tess than 3000 psi after 28 days. 1) Backing shall be placed between solid ground and the fitting to be anchored as shown in Standard Drawing 11-18; the area of bearing on the pipe and on the ground in each Instance shall be that shown below or directed by the Engineer. The backing shall, unless otherwise shown or directed, be so located as to contain the resultant thrust force and so that the pipe and fitting joints will be accessible for repair. Bearing Area: Bearing area of thrust blocks shall be as follows: Pipe Size Bearing Area (S.F.) (inches) (90' Bend) (11.5' Bend) (22.5' Bend) (45' Bend) (Tee or Dead End) 4 and smaller 6 8 10 12 4 1 1 8 1 2 14 2 4 21 3 6 29 4 8 2 4 7 11 16 3 6 10 15 21 NOTE: Thrust Blocks to be constructed with Iowa DOT Class "C" or "M" concrete with minimum thickness of 18 inches. 2) Restrained push—on joints, mechanical Joints utilizing set—screw retainer glands or metal hamess of tie rods, or clamps may be used instead of concrete backing if so indicated in the plans and specifications or if approved in advance by the Engineer. The rods, clamps, or other components of dissimilar metal shall be protected against corrosion by hand application of a bituminous coating or by encasement of the entire assembly with 8—mil. thick, loose polyethylene film in accordance with AWWA C105. NOTES 1. TO DETERMINE THRUST BLOCK SIZE SEE THRUST RESTRAINT SPECIFICATION REQUIREMENTS. 2. BEAR THRUST BLOCKS AGAINST UNDISTURBED EARTH. 3. ARROWS INDICATE DIRECTION OF THRUST. 4. USE IOWA DOT CLASS "C" OR "M' CONCRETE. 5. DO NOT EXTEND CONCRETE BEYOND FITTING BELL 6. ALL FITTINGS ARE SHOWN IN PLAN VIEW. 7. PUSH—ON FITTINGS USED ONLY FOR ILLUSTRATION — USE FITTINGS AS SPECIFIED. Polyethylene tube STEP 1 Plastic adhesive tape pe STEP 2 Plastic adhesive tape Polyethylene tube STEP 3 Polyethylene tube t Place tube of polyethylene material on pipe prior to lowering it into the trench. 2. Pull the tube over the length of pipe. Severe tube to pipe at joint Fold material around the adjacent spigot end and wrap with plastic adhesive tape to hold the plastic tube in place. 3. Overlap first tube with adjacent tube and secure with tape. Loosely cover the pipe with a polyethylene tube. Neatly draw up excess material around the pipe barrel, fold on top of, and secure with tape. 4. Wrap iron pipe fittings including valves and hydrants. with polyethylene material. Extend the wrapping of least 1' beyond the fitting joints onto the adjoining pipe and fasten to the pipe with tape. Use tope os needed to hold wrap in place. Either polyethylene sheets or sit tubing may be used. POLYETHYLENE WRAP a r sheet of 23 L F DDZ�g1m tG — •N•I 7r ft! ro a •< v-ri▪ rxm co M �3 v,0o " m-< rw r -t 0Z.0 mm • Z 13 �� mmv)'i Z ,n -4 z� mziZ< Z Z O < o -0am co 0 PI Z— m < O X 0>• > < v xIII _l D IlT r)1. Rpt - 07 ,,rn X 0 m m v o a, --1 1 D q Z o m -n C) Z O AlEIMSSV 1NV IQAH Construction Plans for Audubon Heights 5th Addition Waterloo, Iowa Water Main and Services RK. - P0. DR. T.J.N. DME FILE N0. 4407 CKb DATE DATE PLOTTED. 3-2-15 FILENAME: REVISIONS 2. 3. Wayne Claassen Engineering and Surveying, Inc. 2705 University Avenue • P.O. Box 898 • Waterloo, Iowa 50701 Phone: (319) 235-6294 • Fax: (319) 235-0028 Email: claassen®Rcesinc.com .1/ r EXISTING GROUND SURFACE 12" TOPSOIL STRIP, SALVAGE, STOCKPILE AND RESPREAD WIDTH (INCIDENTAL TO SEWER CONSTRUCTION) 12' COVER EXCAVATED TRENCH WIDTH PIPE WID PIPE SPRINGUNE ZONE Storm Sewer Typical Section- Bedding and Backfill for RCP ?�5�. .4*0000 lee* 004 ,2, ,?s•* FINAL BACKFILL (VARIABLE) INITIAL BACKFILL PLACE IN 6" MAXIMUM THICKNESS LIFTS TO 12" ABOVE PIPE SUITIABLE EXCAVATION MATERIAL * 0.5 PIPE 0.D. - CLASS "B" 4' BEDDING - CLASS 'B" PIPE EMBEDMENT MATERIAL (SEE NOTES) FOUNDATION 1 1/2" CLEAN (IF REQUIRED BY OWNER'S REPRESENTATIVE) *Install in accordance with ASTM C12-86 NOTES 1. EMBEDMENT MATERIAL AND INITIAL BACKFILL TO BE SUITABLE EXCAVATION MATERIAL PLACED IN 6" MAXIMUM LIFTS COMPACTED TO A MINIMUM DENSITY OF 95% OF MAXIMUM CONSOLIDATION IN ACCORDANCE TO ASTM D698 OR AASHTO T99. IF FOUNDATION MATERIAL IS REQUIRED BY THE ENGINEER DUE TO UNSTABLE MATERIALS, IT SHALL BE MEASURED AND PAID FOR SEPERATELY IN ACCORDANCE WITH THE APPUCABLE UNIT PRICE BID. AU. OTHER EMBEDMENT MATERIAL SHALL BE INCIDENTAL TO APPUCABLE SEWER CONSTRUCTION ITEMS. 2. FINAL BACKFILL SHALL CONSIST OF SUITABLE TRENCH EXCAVATION MATERIALS AS APPROVED BY THE ENGINEER PLACED IN MAXIMUM 8" LIFTS AND COMPACTED TO A MINIMUM OF 90% (EXCEPT FOR WITHIN ROAD RIGHT—OF—WAYS AND PARKING AND DRIVEWAY AREAS WHICH SHALL BE COMPACTED TO 95% AT —2% TO +4% OF OPTIMUM MOISTURE) OF STANDARD PROCTOR DENSITY AS DEFINED ABOVE FROM 12" ABOVE TOP OF THE PIPE TO THE BOTTOM OF THE TOPSOIL REPLACEMENT ZONE (OR BOTTOM OF PAVEMENT IN AREAS UNDER EXISTING PAVEMENTS). 890 Scale: None EXISTING GROUND SURFACE 12' TOPSOIL STRIP, SALVAGE, STOCKPILE AND RESPREAD WIDTH (INCIDENTAL TO SEWER CONSTRUCTION) 12" EXCAVATED TRENCH WIDTH FINAL BACKFILL (VARIABLE) PIPE WIDTH 12' COVER FLEXIBLE (PVC) PIPE— D" COVER COMPOSITE (TRUSS) PIPE 1" CLEAN PIPE ZONE SPRINGLINE SANITARY SEWER AND SERVICES TYPICAL SECTION - BEDDING AND BACKFILL FOR TRUSS CDMPOSIE PIPE AND SCR 23.5 PVC SERVICES 4" BEDDING CLASS 1 1' CLEAN FOUNDATION 1 1/2' CLEAN (IF REQUIRED BY OWNER'S REPRESENTATI *Install in accordance with ASTM D2321 NOTES 1. EMBEDMENT MATERIAL (CLASS 1A, 1" CLEAN) , BEDDING HAUNCHING AND INITIAL BACKFILL TO THE NOTED THICKNESS ABOVE THE TOP OF PIPE SHALL BE CLEAN CRUSHED STONE FREE FROM CLAY, LOAM AND DIRT AND DISINTEGRATED STONE PLACED IN 6" MAXIMUM LIFTS COMPACTED TO A MINIMUM DENSITY OF 95% OF MAXIMUM CONSOUDATION IN ACCORDANCE TO ASTM D698 OR AASHTO T99. 2. IF FOUNDATION 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 PRICE BID. ALL OTHER EMBEDMENT MATERIAL SHALL BE INCIDENTAL TO APPLICABLE SEWER CONSTRUCTION ITEMS. 3. FINAL BACKFILL SHALL CONSIST OF SUITABLE TRENCH EXCAVATION MATERIALS AS APPROVED BY THE ENGINEER. PLACED IN MAXIMUM 8' UFTS AND COMPACTED COMPACTED TO A MIN. OF 95% OF STANDARD PROCTOR DENSITY AT —2% TO +4% OF OPTIMUM MOISTURE FROM 12' ABOVE THE PIPE TO THE TOP OF THE SUBGRADE. Sanitary Sewer and Services Typical Section- Bedding and Backfill for PVC Truss and PVC SDR23.5 Scale: None c O o O Cn M o o a) — co co o P- ict n. sheet 23 / 18 Aan\ 936 932 928 924 920 6+50 cd cJ 00 a) —180 —160 —140 —120 936 932 928 924 920 920 —180 —160 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 160 180 —100 —80 —60 —40 —20 0 6+00 20 40 60 80 100 120 140 160 180 L"J 0) co O of N 0) 936 932 928 924 920 936 932 928 924 Construction Plans for Audubon Heights 5th Addition Waterloo, Iowa Cross Sections - Partridge Lane BK. P0. DR Tal DATE FILE NO. 4407 CK'D DATE DATE PLOTTED: 3-2-15 FILENAME: REVISIONS CWayne Claassen Engineering and E Surveying, Inc. 2705 3. W University Phone:rloo, Iowa 50701 (319)238 8294 • Fax: (319) 235-0028 A 928 924 920 916 9+00 1-- 0) M LJ 0) O to `N 0) -180 -160 -140 -120 -100 -80 -60 932 928 924 920 916 928 924 920 916 -40 -20 0 20 40 60 80 100 120 140 160 180 8+50 L — 0 Lri Z'4 rn fi LA 0) -180 -160 -140 -120 -100 -80 -60 932 928 924 920 -40 -20 0 8+00 932 928 924 920 916 20 40 60 80 100 120 140 160 180 z.� M 1 to L'.1 0) ui N 0) 916 -180 -160 -140 -120 -100 -80 -60 936 932 928 924 920 -40 -20 0 7+50 932 928 924 920 916 20 40 60 80 100 120 140 160 180 LJ 0) 00 co N 0) 916 -180 -160 -140 -120 -100 -80 -60 936 932 928 924 920 -40 -20 0 7+00 936 932 928 924 920 916 20 40 60 80 100 120 140 160 180 .J - 0a -04 L'4 0) 0 r - N 0) -180 -160 -140 -120 -100 -80 -60 -40 -20 0 936 932 928 924 920 20 40 60 80 100 120 140 160 180 BK PG. DR. T�+ DATE N Construction Plans for BK. NO. 4407 �Rb DATE CD DATE PLOTTED= 3-2-15 MENAME: S Audubon Heights 5th Addition REVL90N5 NWaterloo, Iowa w Cross Sections - Partridge Lane C JWayne Claassen Engineering and Surveying, Inc. 2705 University Avenue • P.O. Boz 898 • Waterloo, Iowa 50701 Phone: (319) 235-6294 • Fax (319) 235-0028 924 920 916 912 908 -180 -160 -140 -120 -100 11+50 0) ---4 0) 0) 924 920 916 912 908 -180 -160 -140 -120 -100 -80 -80 -60 -40 -20 0 20 11+00 40 60 80 100 120 140 924 920 916 912 908 160 180 N O O 00 6i rn 0) 924 920 916 912 -60 -40 -20 924 920 916 912 908 0 20 40 60 80 100 120 140 160 180 10+50 a O LJ 0) -ld 0) -180 -160 -140 -120 -100 -80 -60 -40 -20 928 924 920 916 912 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 0 20 10+00 40 60 924 920 916 912 80 100 120 140 160 180 L 0) i.J 0) 928 924 920 916 912 928 924 920 916 912 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 9+59.316 1• - v7 O N N 0) 928 924 920 916 912 928 924 920 916 9+50 N N rJ 0) P tV 0) 912 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 Construction Plans for Audubon Heights 5th Addition Waterloo, Iowa Cross Sections - Partridge Lane 928 924 920 916 20 40 60 80 100 120 140 160 180 BK. PO. DR 7.74 DATE FILE NO. 4407 Ox'D DATE DATE PLOTTED: 3-2-15 FILENAME: REVISIONS 2. 3. 4. 912 CWayne Claassen Engineering and Surveying, Inc. 2705 University Avenue • P.O. Box 898 • Waterloo, Iowa 50701 Phone: (319) 235-6294 • Fox: (319) 235-0028 14+00 } 0 N -in 00 T) 0) -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 13+50 40 60 80 100 120 140 160 924 920 916 912 908 180 rn Lri 0, (7 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 13+00 924 920 916 912 908 180 / r9 Ln 0) -00 rn r 0) 924 920 916 912 908 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 12+50 Ln 0) rn -180 -160 -140 -120 -100 -80 -60 —40 —20 0 20 40 60 80 12+00 100 120 140 160 924 920 916 912 908 180 r co N co 0i -180 -160 -140 -120 -100 924 920 916 912 908 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 Construction Plans for Audubon Heights 5th Addition Waterloo, Iowa Cross Sections - Partridge Lane BK. PG DR. TJN DA1E FILE NO. 4401 CK'D DA1E DAZE PLOTTED: 3-2-15 FILENAME 2. REVISIONS a Wayne Claassen Engineering and Surveying, Inc. 2705 University Avenue • P.O. Box 898 • Waterloo, Iowa 50701 Phone: (319) 235-6294 • Fax (319) 235-0028 928 924 920 916 912 908 15+50 41 rn O O 0; rn 0i -180 -160 -140 -120 -100 -80 928 924 920 916 912 908 -60 -40 -20 0 20 15+00 40 60 80 100 120 140 160 928 924 920 916 912 908 180 0 cd L[) 0; rn 0) -180 -160 -140 -120 928 924 920 916 912 908 928 924 920 916 912 908 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 14+50 / co N -e9 ai rn O -180 -160 -140 -120 -100 -80 -60 -40 -20 0 924 920 916 912 908 20 40 60 80 100 120 140 160 14+23.699 928 924 920 916 912 908 180 r-) 0) O rn ET) -180 -160 -140 -120 -100 -80 -60 -40 -20 0 N Construction Plans for Audubon Heights 5th Addition Waterloo, Iowa w Cross Sections - Partridge Lane 924 920 916 912 908 20 40 60 80 100 120 140 160 180 BK. P9. DR. 7•04 DATE HIE N0. 4407 CKD DATE DATE PLOTTED: 3-2-10 FiaAM; REVISIONS 2. S. 4. Wayne Claassen Engineering and Eff Surveying, Inc. 2705 University Avenue • P.O. Box 898 • Waterloo, lona 50701 Phone: (319) 235-6294 • Fa= (319) 235-0028