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Home My WebLink AboutWWP2700405(1) M.W. Golf Course San. Sew. Specification Masters S-405 2 HYDRAULIC PROJECT APPROVAL DEPARTMENT OF FISHERIES R.C.W. 75.20.100 General Admin. Bing. November 24 1986 Olympia, Washington 90504 DEPARTMFNT OF FISHERIES 1 (206) 753 6650 UUPI.om[.NuuM 1.401 m mn 4ue in.0 c.r..Po.amc.) PAGE 1 OF _2-- PAGES CG)LAST NAM[ FIRST l[s� CONTACT PNONE(S) I[ - City of Renton Department of Public. Works 235-2631 234 ij 00-33089-02 U affair OR RURAL ROUTE 200 Mill Avenue South U Gl WR[A STATE '— IM Rent on -aLshing_ton 98055 A s c D B_08.0302 tY WATER ___ �UTARY t0 Maplewood Creek Cedar River o F GUARTFR SECTION TOWNSIIP RANGE KTNT =OVNTY IT TYPE Of PROACT ITTi ,I ITION L' NW 1/4 22 23N 5E King Sewer and Bridge Installation TIME LIMITATIONS: Y�THJune�15, a1987 SeNtemberE 17N, 198�pt rovision 1 THIS APPROVAL IS TO BE AV.'.ILABLE ON THE JOB SITE AT ALL TIMES AND ITS PROVISIONS FOLLOWED BY THE PERMIT- TEE AND OPERATOR PERFORMING THE WORK. The persons) to whom this approval is issued may be held liable for any loss or damage 10 fish life or habitat which resulm from failure to comply with the prows ans of this approval. Failure to comply with the provisions of this approval is a gross misdemeanor, possibly punishable by fine tndror imprisonment. I The Department reserves the right, subject to the holders opportunity to a hearing to contest agency actions as provided by The Ad mm[slrabve Procedure Act, chapter 34.0t RCW, to make additional restriciiins or conditions or revoke the approval when new informs non shows such action is necessary by the department for the protection of fish life. This department cannot be held liable for any property damage which might occur as a result of this project except where damages are proximately cauaei by actions of the department. This approval pertains only to the provisions of the Fisheries and Game Codes. Additional euthortration from other public aoencies may be necessary for this project. 1. Bridge deck replacement may occur at any time. 2. Prior to the bridge deck being removed a temporary fence of heavy wire mesh shall 5e constructed across the creek channel downstream of t)-- bridge. This will retain bridge debris. 3. Tho bridge deck shall be removed witt, a minimum of material being dropped into the creek. 4. No additional stream bank/abutment work shall be condLcted without consulting with the Washington Department of Fisheries representative, Kurt Buchanan, 545-6582. 5. Sewer line installation shall be by the open-cut method. 6. Sewer line installation shall be done according to plans "Maplewood Golf Course - Golf Course Sewer Extension,[' dated April 1986. 7. Prior to any other instream work, the stream shall be placed in a temporary )ypass culvert. 8. This culvert shall be large enough to pass all anticipated flow and debris. DEPARTMENT OF FISHERIES %_c["t'�(.�.. —fit :�.— IRECTOR Fla Me RGMT 00r(R.. a-atl "�' ' ADDITIONAL PROVISIONS November 24, 1986 . . .. ... .... .... . . ... ....... . . Date Approval rtrv.m to . C.i.ty, of.Rent.yn Department of Public WoAs . . ... . .. I ... . . . . . ....... . . Stream or Lake . . . . Maplewood. reek ,-,Cedar River . . ...... .. . ... . . Type of Project . .. . Sewer„and_ Rrid,ge, Installation ........................................... PROVISIONS: o. The culvert shall outfall far enough downstream to prevent backwatering the work site. 1C. Between the work site any the culvert outfall , a low rise check dam shall be built of pea gravel-filled burlap bags. 11. Any sediment accumulated by this check dam shall be ;era„ved from the stream bed. 12. The sewer line trench shall be backfilled with rock, the surface one (1) fout shall be clean gravels in a random size range of 1/2 - 3 inch diameter. 13. The stream bank shall be revegetated to short, brushy vegetztiun such as willc.v and red-twig dogwood. 14. All temporary construction material shall be removed from the streambed at project completion. SEPA: fpplicant indicates exempt. Location: Maplewood Golf Course, 2 miles east of Renton on SR 167. Regional Habitat Manager - Kurt Buchanan -Telephone - 545-6582. cc: Buchanan Stevens-Patrol GAM 111-A J y. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS DUCTILE IRON PIPE TO UNDISTURBED SOIL DUCTILE IRON TEE TRANSITION COUPLING MJxMJxMJ TO FIT a SEWER LINE oV PLUG, M.J. WITH GASKET, BOTH CUT IN HALF o•: MANHOLE WALL SEE DETAIL #95 PEA GRAVEL BACKFILL 'c' I I ',.• Ilr N ...0 : U DUCTILE IRON PIPE CLASS 50 P CEMENT LINED, LENGTH TO FIT. 1 CON^-BETE CASING DUCTILE IRON 900 BEND MJxPE J'. r +.''`• CONCRETE BLOCKING ' . '• �� CEM, CONC. CLASS B (1-1/2) NOTE W PIPING TO BE SAME SIZE AS INTERCEPTED SEWER, BACKFILL DROP PIPING WITH COMPACTED MATERIAL AS DIRECTED BY ENGINEER DROP STRUCTURE DATE 1 /87 _ SHEE7 $7 CITY OF RENTON —� �_�• DEPARTMENT OF PUBLIC WORKS LENGTH OF 6" PIPE ( FT, ) 0 50 100 150 200 250 300 350 400 0 0 20 40 59 79 99 119 139 158 50 35 1 55 75 95 114 134 154 174 178 a, 100 70 90 1 110 130 150 169 187 186 184 n-I 150 106 125 145 165 185 195 193 191 189 oc 200 141 16i 180 200 202 199 197 195 193 0 250 176 196 214 209 205 202 200 198 196 x 300 211 220 215 211 208 205 202 200 196 r- - z 350 227 221 217 2)3 210 207 205 202 201 400 1227 222 218 214 211 209 206 204 202 LENGTH OF 6" PIP _ ( FT , ) 0 50 100 150 200 250 300 350 400 `I 0 0 20 40 59 79 99 119 139 158 �I 50 55 75 95 114 134 154 174 192 190 a 100 110 130 150 169 189 209 210 207 L03 n- 150 165 185 205 224 233 227 222 217 414 c 200 220 1 240 257 248 241 235 230 225 222 U- 250 275 271 261 253 247 241 236 232 228 x 300 283 273 264 257 251 246 241 237 233 350 283 274 267 260 254 249 245 241 237 LD 400 283 275 269 263 257 252 248 244 241 °RN DUR1 A pressure of 3.5 P.S. I . is attained and left for the required seconds from the proper Taole. The maximum drop in pressure is 1 P.S. I . for the required time. DATE 1/87 AIR TEST TABLE t, 1-OW PRESSURE) SHEET qq - CITY OF RENTON DEPARTMENT OF PUBLIC WORKS COI)EQ co' fELo", 5 �T G2AD�- DE I I I I I I I t.L�7TE= To FZ415E TO C-)OAL ---� U5E 5TAfiD42D (a" 2A"Y,24:'C0kC. �EVJI~2 PIPE ft) . K F:t>wED A20UWD CAN NECT'ION TO MAIN I —Lp�la Cv' %8 �EtJD I i I .• •'' I � ' ::';' STANC�,RD Co"ONS"TEE 4ef SEWER MAN DATE 1p/g5 SIDE SEWER RlF `R DETAIL SHEET loo DR- CITY OF RENTON DEPARTMENT OF PUBLIC WORKS R/W I I I CAP EXIST EXIST SIDE SEWER (REMOVE) REM E) SE WE,r EXIST. 6 SEWER STv - - -� OVfl (REMOVE TO RiW) _ - - r /- 6'X 4"REDUCER 6"WYE �- 1/8 OR 1/16 BEND AS REQUIRED PROPOSED 6" SEWER STUB MAIN RUN SIZE X 6 TEE PROPOSED SEINER MAIN TYPICAL. STUB CONNEC'T(nn( wR SEWER REPLACEMENT N. T E. TYPICAL STUB CONNECTION DATE10/85 SHEETIOI w CITY OF RENTON DEPARTMENT OF PUBLIC WORKS a'aA"5PACIr5 5PACED-5/4" A5 INDICATED- W+. 1/5" ❑ ❑ 0 ❑ o ❑ o ❑ 0 4 ❑ "1 I/�"RAISE-I/L''WIDE I �_ BO2DER f%V2 JOINT PACKINCa L I/2' 14a� 7aa' 27/8d 15" 1/8 BEND CASs IRON kWU AWD COVER PIPE MATERIAL 45 5PECIFI! D. - - PLUCK TO BE SE tLeO IN eAnnE HAMMER AS MAIN SEWER JOINTS. 8° CLEAN-OUT DATE 2 / gg SHEET 102 4L "• of A WE B N s-EKoo I(, r I• WE". N •w[ Yo AS' IIN. M E Yf'NYIS twyi WE M 4[IrINL( E , 2' Y" I0 NI Ylix IC /LS'ANNYC YO rLUL VnT IDYII � RAsr � /aVlr w mot.VISA,TITrN i 6. talkl PIPE ITTn[AL) I o nw,11'1 TYPICAL) r<urNn WE r two'In NTW DAMS iµS w. (TYYIC4) 1`NYD Y 4W141 IYO AIR Y AS AT' tlf YOTIS ]Yp ) IMF A}• MY01 ERER• 1Y0 I'INYU Y'WAWA wf AASAY UYT t :] IN oMN TYN 1Y"'Cl N CYDI WILL YITY R rLYG flYfAl IMII. 14 A' Will Y LL1Mgll wl Nn TI ILA )'-0'IIAIAII Y"WtT'If YITY ILK 191 w (TYPICAL) l.Nla• LIu_,L_ L 6'.A MAKER (".1C•LI TYPICAL BUILDING SEWER INSTALLATION PLAN R A Solt r.'I A "IL 11.1 L' CYLML COVl16 1]TyC LVILOUC SEVER IS LoNY MM,.E e Y IDU4 TD Ili I jRp,DN.ILSVA TIM YER110R AVIE/TIM KTIt SR4L N mTµl[D[D nER[DULL TO l b x ] N. .1 .11f Do[MAIN COVl1YL 'M 6 Nl La N[DULL TO I, 'ME IN V MO rIVGLID CLEMWi Y M'J'NE r"A" — FN[ w AID 111 a1 S Y �N"IIIIYL gY Do T6T 11! r C Al MO'LAUD lug V �. A-WAR,[ PLAN "Tit 6".A"uwcn 1 I'IN TO IYfI4M e1 L Sol SEWTN IOY M YECII , Y 6 CWu IyL 1111, BUILDING DRAIN u,I A 'M SEA''I-" AST ofNRCMeSID'NOR 1.1 CPI, Too I- Ln FOR LOW MOUSES or m.I*W FD41]WORAS NIYIMA,. ", CAM'[ ft.SIYLL( MSINNTI4 UVEIIiIM Is Uo.00. $TVO 1 SI M ILVL AD IYO OY IYIS+IDI 6 AV[Y I V[. ] {TEAS Of HL[ AND IITl1YLS TWT CARkl .' DIED IRA]M IYI ADD t, TE S.BUILDING 01 9 COIJ.11 AIYLi, "'I'SMALL R YL"'Ai ev ni Nw'10 2' pi rV,IC TLAU y `V MDI:CI', LEIS. N{i, Mp Ny05 AS AIL('N YINYN Y[ 41YPI Y "SPILLED Lr 1M( YyL'14TN[Y 4 upwup swLL N ulm M ]mn1. NINE l.WASTWE 0' ]1 I L[Y"pcl AST It YIN D, YITF 1. IY ME [A L}]LwM 1M1.1 1[ wlDD TYlp, M[ CYltf, 6 I'll A LMN Ml(LS( 1p tnl Ills'Yp 1Y[N CM W['Tt LIYI 1.114L 6 LEI! q L LYD[ 01 11. Y� Ir-.T•t[[ SIN A T UKN"1u1 CA,INII]SII LT'Ox1ON Yp I�comi"m AREA AILDIW SEWN If READ, N LOUL MA.ND Slot SIIRNS S (' OIr IYL TO.. L YN4L II TESTED PER CITY tllElll_ATIMS NI[ TMI :MNICTIM NiMO rLNUT lIM Al M( NOVS[ 00 Y.T I411¢L 1. DITIM WAY', IR W14 ES {IDEA BY TMt I. I TN. IINNI MIWYAL WILL LI Ithl AIT[N C_ I SAND 5[I+q l..PAT NEW IVMIC W.YO I10.1D YET. {"SIN CRITIC, TEI „ t(l Alt 6 y. IRfT4L SIDE SEWN YITM]L'-MIYIRw CON. IR CDYIY IS "'A.WIY 4LoAl A''IT AVSI II DVIIIT If 1NALLpu. - _ 6, 11 Sly STAR IS 001 AYAILAIL[, TWEE MI SM UM LL W YISIILI _ IN ISt IYSI4LNIM M! SIDE tIMN'PALL It A I.IMR 01 6 III Is AT AU rtYtI, Mt Mu 4two "" WAS+N IVIED TWA U A CAST INM 'DOLE 4l YM. .PIMA SIDES, NIMT- N-w" tN41 N INt of L LICENSED at IMDEC CNTYITN. PLAN ]. ALL WNA SMALL It "CNRLIIND 1. Y10104In YI1Y TW WWW" IYWISTLIAI HIP" MO"4]Y NET. WIWI BUILDING SEWER INSTALLATION A ALL T"RCM L4MIILL BE MDMWG pn SIDE S[NENS f INS TEAK WGN,Of.11 SMA_L IRISES* ON we NIWUs CRUSHED ROC. CALL FOR LOCATIOMS SEFORE YOU 0, ASwR LOCATORS 1-SOC 424-555S SEWER STANDARD DETAIL CITY OF RENTON NOT 10 SCALE DEPARTMENT OF PUBLIC WORKS SERTEMSER,1984 I Ilw {fwA MI.n MMIAn Llw MlLelw Ills. Y x e� An r uA[ 1 ol.c uN• nl W."c-$101 MUT � r�n"nw IMItt MAr11 Mwv AM',METIA w�•l MO SYMIL i slw YAax E 'Hwl YIL 3. NI,IU4 LMEM 6' SIDE SEWER AND WILONIMI SEWER h PLAN AOT4 {O•ALOAALI IIMIIAnI MLISS'ONLYISI SAMM F ILM. SIOI ww.MAIL I.O S n1N / 'M W1 IAIA IIM a Mw A.IAIM S' came,AT'W E", oft M 1.5 pI ' I M11, N Mille IMY I'M I"'New NO LMRLT IyIgL ILLYATIy, lMLIK-1 -/ \� / YIIIWw. Is a",. i �{\ •11111W'I;I ME. {" III.IM {"Llp mW Tll AAA IMI. t uAIM CONCRETE BLOCKING w slw MA. ANGLE OF TEE AT MAIN OVER 25• Lnnw sal. ELEVATION m2s c'TIST TIC TO w I.LTALLID AT COMICTIOII WEISS OTx1.Ylu MMMN1 ,NO TIT, MEA TM TMMMI LAST Im IApL, ",mb TE saw. MIY YIM symmus suit we, WO CMMICTIM ACY IIw Nws TO C.ISTIw MI., VIT.ARO CLAY.PLAIM A RE.ErDACED CWCAETE. TO I ME a E I nK NIw II NAME AAL TD Y COAL CON."D IOIIA1t/ TA/a•M� Ey' R 1i.Ie,nyl_Lt7L — IIU.I CIrItAL law.a,. TYPICAL SIDE SEWER ELEVATION SIDE SEWER INSTALLATION CALL FOR LOCATIONS SEIORE TOV DIG 441M LOCATORS I W0-I24-5555 SEWER STANDARD DETAIL CITY OF RENTON NOT TO SCALE DEPARTMENT OF PUBLIC WORKS IREM[R,Tiw ADDENDUM #1 City of Renton, Department of Public Works Addendum #1 to the Contract Documents for MAPLEWOOD GOLF COURSE S—#405 SANITARY SEWER PROJECT TO ALL PLAN HOLDERS: You are hereby notified of the following changes, deletions, additions, correction and clarifications to the Plans, Specifications and other documents comprising the contract documents for the City of Renton, MAPLEWOOD GOLF COURSE 5-405 Sanitary Sewer Project. The golf course contains lawn sprinkler systems not shown on the plans. These sprinkler systems will be located for the contractor in the field by the Park Department, any damage to the marked lines shall be repaired to the satisfaction of the Park Department by the contractor at his expense. Any unmarked or mismarked lines damaged by the contractor shall be repaired by the Contrac`- to the satisfaction of the Park Department dnd wil- be paid for in accordance vith Section 1-09.6. Addendum #1 is hereby made a part of the contract documents, and it's conditions are fully binding on the plan holder and contractor. The contractor shall acknowledge receipt of this Addendum #1 by signing in the spa, provided below, attaching it to the proposals, and acknowledge the Addendum #1 in the proposal . Received and Acknowledge: (To be submitted with pr )osal) Contractor Date Title 2J.03./DRT:ckd 6-08-87 City of Renton Call for Bids Maplewood Golf Course Sanitary Sewer Sealed bids will be received until p.m. , mt the City Clerks office and will be opened and puulicly read In the 4th floor conference room, Renton Municipal Building, 200 Mill Ave. South. NOTE: PRE-QUAtIFIC OF BIDDERS IS REQUIRED. s To bd considered for bid award, all prospective bidders shall submit a *J&*-qualification submittal package to the City Clerks office no later than 2: 30 p.m. , The pre-qualification submittals will ce reviewed by the Engineer and the City staff for conformance with the criteria, and the experience and general capability of the proposed bidder to complete the work proposed. All submitting parties will be notified by mail whether they have been approved to submit a bid on this project. The work to be performed within working days from the date of commencement under this contract shall include, but not be limited to: Furnish and install approximately 1,185 lineal feet of 15" sanitary sewer pipe and 200 lineal feet of 8" sanitary sewer pipe together with all required appurtenances and complete restoration as set forth in the design drawings and specifications. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Approved plans and specifications and form of contract documents may bk. obtained at the Public Works Department office at the Renton Municipal Building for .AC deib+1%xa* S-L5.00 each set plus E 5.00 to cover postage , if mailed. The deposit will be refunded upon return of the Plans and Specifications in good condition within thirty days after bid opening. The mailing charge will not be refunded. A certified check or bid bond in the amount of five percent ( 5%) of the total amount of each bid must accompany each bid. The City' s Fair Practices and Non-Discrimination Policies shall apply. Maxine E. Motor City Clerk Published: Record Chronicle: - wily Journal of Commerce: CITY OF RENTON Maplewood Golf Course Sanitary Sevier SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities as shown on the Plans and in the Specifications; to include, but not be limited to, the installation of approximately 1,185 lineal feet of 15" sanitary sewer pipe and 200 lineal feet of 8" sanitary sewer pipe together with all required appurtenances, and the complete restoration of all public and private property to its original condition. Any contractor connected with this project shall comply with all Federal , State, County and City Codes or regulations applicable to such work and perform the work in accordance with the Plans and Specifications of this contract document. CITY OF RENTON Maplewood Golf Course Sanitary Sewer INDEX Summary of Fair Practices/Affirmative Action Program, City of Renton Scope of Work Instructions to bidder Call for Bides • Certification by Propo,.ed Contractor/Subcontractor/Supplier/ref. EEO • Certificaticn of EEO ^.eport • Minority and Women Business Enterprise Participation • Certification of Bidder 's Affirmative Action Plan • Combined Affioa�it and Certification Form: Non-Collusion Antitrust Claims Minimum Wage Fore • Bid Bond Form • Proposal • Schedule of Prices Bond to the City of Renton Contract Agreement EEO Compliance Report Sample Form and Instructions Environmental Regulation Listing Hourly Minimum Wage Rates Supplemental Provisions Special Provisions Standard Plans Documents marked • abov, must be executed by the Contractor, President and Vice-President Cr Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to executA contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. CITY OF RENTON Public Works Dept. Renton Washington 98055 CITY OF RENTON Maplewood Golf Course Sanitary Sewer SPECIAL PROVISIONS 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.5 GAME, FISHERIES AND ECOLOGY REGULATIONS (SUPPLEMENTAL SECTION) DELETE: Entire paragraph 3: "If wore :n 1 through 3 above differs little from that specified in the contract, at:. " ADD% °Work in I through 9 above will be inciaencal to contract pay items. " The Contractor shall comply with all the regulations of toe permit issued by the Department of Fisheries regarding sewer construction adjacent to the creek and including the encasing pipe at the creek crossing. " The contractor ■ay select to make the creek crorsiny by either open-cut or jacking/boring. All labor and materials needed to effect the crossing, including stream bank restoration and plantings shall be included in the bid item "CREEK CROSSING WITH BORRED STEEL CASING PIPE OR STREAM DIVERSION" per LUMP SUM, and no additional payment shall be made I-07. 16 FROTECTION AND RESTORNTION OF PROPERTY (SUPPLEMENTAL SECTION) Pa,-k Department property such as plants, shrubs, trees. fences, and rockeries within the allowable construction areas shall be removed and restored to the satisfaction of the Park Department. It shall be the Contractor ' s responsibility to notify each Park Department when it is necessary to remove such improvements to facilitate the Contractor 's progress, and to remove those improvements to locations requested by the Park Department or to restore them in their original location or as near original condition as possible. Such removal and restoration shall be considered inc ,dental to the project and no further compensation will be made. 1-07.23(1) PUBLIC CONVENIENCE AND SAFETY (SUPPLEMENTAL SECTION) The Contractor shall u,,ure inqress and egress for vehi.ular access dbring All phases of construction for emergency vehicles to the Golf Course Club House and all other buildings within the golf course property. 7-17 SANITARY SEVERS 7-17.Si2)H SIDE SEWER CONNECTIONS (SUPPLEMENTAL SECilON) The Contractor shall construct 8, o and a inch side sewers .rom the sewer interceptor or lateral to serve the club house and the three residences. The minimum grade for the side sewers shall be two percent i2U . The side sewer connections to serve each building must be made between the soil pipe and the septic tank. Side sewer connection shall not start until the l5 inch sewer interceptor and the 8 inch sewer lateral have been constructed, tested, flushed, T.V. inspected, manholes channeled, and deemed ready for use by the Engineer, The cost involved in providing all materials including tees, couplings, surface cleanouts, pipe, bedding, labor , equipeent, restoration, and testing the side sewers shall be included in the bid item price for side sewers per Luep Sum. All restoration shall be completed to the satisfaction of the City of Renton Parks and Recreation Department. 7-17.3(2)J METRO MANHOLE CONNECTION (SUPPL,EOENTAL SECTION The Contractor shall acquaint himself with and comply with the regulations contained in the permit issued by METRO and also with the regulations contained at the back of th3 Special Provisions for cunnection to METRO MHR1u-36. The Contractor shall replace the existing 12 inch stub with a 15 inch btub. All work involved in the compliance with the permit regulations will be incidental to the contract pa, item. 7-17.3(2)K PUMPING AND FILLING SEPTIC TANKS (SUPPLEMENTAL SECTION) After all side sewers are constructed, tested and accepted ready for use by the Engineer , each septic tank must be pumped Out with the sewage properly disposed of , the septic tank tops and bottoms must be crushed and the septic tank filled with dirt and/or sand. There shall be no voids in the backfill of each septic tank. Plug each septic tank outlet with a 1 foot section of murtar. All of the work fescribeo in this supplemental section including restoration shall be included in the bid item price. 7-17. 3(2)L SURFACE CLEANOUTS (SUPPLEMENTAL SECTION) The unit price bid for side sewers per Lump Sum, shall be full compensation for all materials, labor and equipment necessary to construct the 8 inch and 6 inch surface cleanouts in accordance with the Sewer 0 =— Standard Detail and restoration of the adjacent areas. the materials shall include, but not be limited to, the wyes, plugs, and lamphole covers. 7-17.3(3) BACKFILLING SEWER TRENCHES (SUPPLEMENTAL SECTION) During construction of the sewer pipe from MH 5 to MH 61 the trench backfill shall be 100%, at the conclusion of each days construction, on all areas within the asphalt pavement. The cost for providing 100% backfill shall be included in the bid item price for 15 inch sanitary PVC sewer pipe. 7-17.3(5) STREAM CRCSSINf. (NEW SECTION) Tte Creek crossing in Schedul ? B may be accomplished by either of the following methods at the contractors option: JACKED OR BORED CASING PIPE Where shown on the Plans, the Contractor shall install the PVC p.pe in a 2.0 inch diameter steel encasing pipe with a minimum 1/4-inch wall thickness. The steel encasir., pipe shall be installed by jacking, tunneling or augernng or by a combination of these methods. During jacking, augerrng, or tunneling operations, care shall be exercised to prevent caving ahead of the steel encasing pipe which will cause voids outside the pipe. If voids occur , the Contractor shall backpack the voids with sand and pea gravel and fill the voids with a pumped Portland Cement grout. If liner plates are used, they shall be assembled and installer in accordance with the ■ancfacturer 's Instructions and specifications and in accordance with accepted tunneling methods using poling plates or shields of a strength equal to that of the Inner plates. The PVC pipe shall be skidded into position inside the casing pipe and blocked into position The annular space between the carrier pipe and the casing pipe or tunnel liner shall be filled by sluicing or blowing sand or pea gravel into the space unless otierwlse specified. Care shall to exercised to insure that the entire space is filled and that the pipe is not d' sturbed during the placement of the backfill between the pipe and the casing. The Contractor shall remove the carrier pipe and reinstall It if It will not accommodate the pipe laid to tolerances shown on the Plans. The unit price bid shall be full compensation for all materials, labor and equipment necessary to construct the 20 inch diameter encasing pipe including restoration. The carrier pipe, through the encasing pipe, shall be paid under a separate bid item. M I STREAM DIVERSION The contractor shall provide a 48 inch culvert pipe of sufficient len;th to carry the creek past the area of work. The culvert pipe shad be placed in the existing creek bed and an impervious dam shall be constructed around the up stream end, diverting the creek into the culvert. Two filter check dams consistin: of pea-gravel filled burlap bags shall be constructed to filter silt and debris from the creek. One check dam shall be located around the culvert pipe down stream of the sewer trench, and the other shall be located 10 to 20 feet down stream of the culvert end. These check dams shall be cleaned of all accuaulation of debris on a daily basis during the construction of the sewer trench, and shall not be removed until after the bank restoration is completed and the diversion culvert is removed. The stream bed in the trench line shall be backfilled with washed rack of a random size range of 112 to 3 inch diameter. The stream bank shall be covered with loose medium rip rap rock to a minimum thickness of 12 inches. After all rock is placed and the diversion culvert is removed plant the area with the following: VACCINIUM VITIS IDAEA (Cowberrv. Linbonberrv) Plant with one gallon size containers in a grid 30 inches on centers covering the rip raped area from low water line to the top of the bank. IRIS SIBIRICA ( Siberian Iris) Plant in groups of rhizomes in the center of each 30 inch grid of VacciniuL Vitis Idaea. All labor and materials required for the stream crossing ex,ci. , for the 18 inch carrier pipe and select trench backfi: l shall be included in the unit price "Lreek Crossing 4ith bored steel casing pipe or stream diversion", per Lump Sum, and no additional pavement shall be made. 8-01 ROAD SIDE SEEDING 8-01.2 MATERIALS (PARTIAL REPLACEMENT SECTION) Seed shall conform to the following: Washington State Certified Turf Brass Seed with 70% Merion Blueg, :s, and 30% Red Fescue. Percentage to he by quality and not weigh. Of seed. 8-01.3(1)A CULTIVATION (SUPPLEMENTAL SECTION) The areas to be seeded shall be graded and smoothed to watch the undisturbed areas with no breaks or ridges. All stones over 1/2 inch in diameter and all roots, clods, weeds, or other extraneous material shall be removed prior to application of seed. 8-01.3(9) PROTECTION AND CARE Of SEEDLD AREAS iREPLACEMENI SECTION) After all disturbed areas have been c1saned and restored to the satisfaction of the =ngineer, and all seeding has been completed the Parks Department shall assume the responsibility for watering, fertilizing, and •owing the seeded areas. This shall not absolve the contractor of his responsibility should the seeded areas fail to germinate or for any subsidence in the areas which he has disturbed DRT:af 312/87 SCHEDULE "A" 01 . 4 Manhole, 46 inch Dia w/ Each locking lid f Per Each (Words) (Figures) 0-'. 3 Extra depth for 48 inch Dia Vert Foot Standard manhole f _ Per Vert Foot J3. 784 15 inch Sanitary Sewer Pipe Lineal Foot f Per Lineal Foot 04. 1 Connection to Metro Manhole Lump Sum replace ext 12" with 15" stub f _ Per Lump Sum 05. 450 Pipe foundation gravel Ton f Per Ton 06. 2500 Bank run gravel for trench Ton backfill f Per Tun 07. 1 Television Inspection Lump Sum f Per Lump Sum 08. 1 Contractor provided ccnstruction Lump Sum staking and as built notes f Per Lump Sue Page - 1 fa S SCHEDULE 'A' 4500 Top soil Cubic Yard f Per Cubic Yard (Words) (Figures) 10. 700 Hydro-Seading Square Yard f Per Square Yard Subtotal Schedule 'A' f 8. 1% Sales Tax f Total Schedule "A' F SCHEDULE °B" 01. 1 Manhole 48 inch Diameter w/ Each locking lid Per Each (words) (figures) 02. 185 15 inch Sanitary Sewer Pipe Lineal Foot Ductile iron Cl 52 Per Lineal Foot 03. 110 Pipe foundation gravel Ton f Per Ton 04. 600 Bank run gravel for trench Ton backfill f Per Ton 10 Crushed surfacing top course Ton 5/8' minus f Per Ton 06. l0 Asphalt Cement concrete Class B Ton for pavement patching f Per Ton 07. 21 Top soil Cubic Yard f Per Cubic Yard 06. 1 Creak crossing with bored steel Lump Sum casing pip* or stream diversion f Per Lump Sum Page - 3 SCHEDULE 'B' 09. 125 Hydro seeding Square Yard Per Square Yard (Mordsi (Figures) 10. 1 Television inspection Lump Sue °er Lump Sum 11. 1 Contractor provided construction Lump Sum staking and as built notes t Per Lump Sum Subtotal Schedule "B" : 8. 1% Sales Tax : Total Schedule "B' : Page - 4 SCHEDULE "C" 01. 1 Manhole 48 inch dia w/ Each locking lid f Per Each (Words) (Figures) C2. 216 15 inch Sanitary Sewer Pipe Lineal Foot f Per Lineal Foot 03. 100 Pipe foundation gravel Ton f Per Ton 04. 750 Bank run gravel for trench Ton back fill f Per Ton 05. 45 Crushed surfacing top course Ton 5/8' minus f Per Ton 06. 30 Asphalt cement concrete class B Ton for pavement patching f Per Ton 07. 10 Top soil Cubic Yard f_ Per Cubic Yard 08. 40 Hydro seeding Square Yard f Per Square Yard Page - 5 SCHEDULE "V 09. 1 Televinion inspection Lump Sue Per Lump Sum (Words) tFigures) 10. 1 Contractor provided construction Lump Sum staking and as built notes f Per Lump Sue it. I Side seemrm and connection to Lump Sue Club house f Per Lump Sue Subtotal Schedule 'C' f 8. 11 Sales Tax f Total Schedule "C• f Page - 6 SCHEDULE "D" 01. 1 Manhole 48 inch diameter w/ Each locking lid f Per Eacn (Words) (Figures) 02. 187 6 inch san .tary se'+er pipe Lineal Foot f Per Lineal Foot 03. 1 6 inch cast iron outside drop Each connection to manhole f Per Each 04. 100 Pipe foundation gravel Ton f Per Ton 05. 660 Bank run gravel for trench Ton back fill f Per Ton 06. 35 Crushed surfacing top course Ton 5/8" minus f Per Ton 07. 1 Side Sewer pipe instalation and Lump Sum connections to exesting houses f Per '.ump Su■ 06. 1 Television inspection Lump Sue f Per Lump Sum Page - 7 SCHEDULE 'D' Ui. 1 Contractor provided construction Lump Su■ staking and as built notes f Per Lump Sum (Words) (figures) Subtotal Schedule 'D' f 8. 1% Sales Tax f Total Schedule 'D' f Total Schedule 'A' f Total Schedule 'B' f Total Schedule 'C' 3 Total Schedule 'D' f Total All Schedules f Page - B CITY OF RENTON Maplewood Golf Course Sanitary Sewer SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities as shown on the plans and in the Specifications; to include, but not be limited to, the installation of approximately 1,185 lineal feet of 15" sanitary sewer pipe and 200 lineal feet of 8" sanitary sewer pipe together with all required appurtenances, and the complete restoration of all public and private property to its original condition. Any contractor connected with this project si:all comply with all Federal, State, County and City Codes or regulations applicable to such work and perform the work in accordance with the Plans and Specifications of this contract document. CITY OF RENTON Maplewood Golf Course Sanitary Sewer INDEX Summary of Fair Practices/Affirmative Action Program, City of Renton Scope of Work Vicinity Map Instructions to bidder Call for Bids `Certification by Proposed Contractor/Subcontractor/Supplier/ref. EEO *Certification of EEO Report *Minority and womens Business Enterprise Participation •Certification of Bidders Affirmative Action Plan *Combined Affidavit and Certification Form: Non-Cillusion Antitrust Claims Minimum Wage Form •Bid Bond Form -Proposal `Schedule of Prices Bond to the City of Renton Contract Agreement EEO Compliance Report Sample Form and Instructions Hourly Minimum Wage Rates Environmental Regulation Listing Supplemental Provisions Special Provisions Standard Plans Documents marked • above must be executed by the Contractor, President and Vice-President or Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. CITY OF RENTON Public Works Dept. Renton Washington 98055 CITY OF RENTON Maplewood Golf Course Sanitary Sewer SPECIAL PROVISIONS 1-07 LECAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.5 GAME FISHERIES AND ECOLOGY REGULATIONS (SUPPLEMENTAL SECTION) DELETE: Entire paragraph 3: "If :cork in 1 through 3 above differs little from that specified in the contract, etc." ADD: "Work In 1 through 9 above will be incidental to contract pay items." The Contractor shall comply with all the regulations of the permit issued by the Department of Fisheries regarding sewer construction adjacent to the creek and including the encasing pipe at the creek crossing." The contractor may select to make the creek crossing by either open-cut or jacking/boring. All labor and materials needed to effect the crossing, including stream bank restoration and plantings shall be included in the bid item "CREEK CROSSING WITH BORED STEEL CASING PIPE OR STREAM DIVERSION" per LUMP SUM, and no additional payment shall be made 1-07. 16 PROTECTION AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTION) Park Department property such as plants, shrubs, trees. °ences, and rockeries within the allowable construction areas shall be removed and restored to the satisfaction of the Park Department. It shall be the contractor' s responsibility to notify each Park Department when it is necessary to remove such improvements to facilitate the Contractor 's progress, and to remove those improvements to locations requested by the Park Department or to restore them in their original location or as near original condition as possible. Such removal and restoration shall be considered incidental to the project and no further compensation will be made. 1-07.23(1 ) PUBLIC CONVENIENCE AND SAFETY (SUPPLEMENTAL SECTION) The Contractor shall insure ingress and egress for vehicular access during all phases cf construction for emergency vehicles to the Golf Course Club House and all other buildings within the golf course property. 7-17 SANITARY SEWERS ','3(2)H SIDE SEWER CONNECTIONS (SUPPLEMENTAL SECTION) T, �antractor shall construct 8, 6 and 4 inch side Sewers from the sewer I i.?Iceptbr Or lateral to serve the club house and the three residences. The minimum grade for the side sewers shall be two percent (2%) . The side sev;r connections to serve each building must be made between the soil otpe and the septic tank. °.de sewer connection shall not start until the 15 inch ser,r interceptor l i-d the 8 inch sewer lateral have been constructed, tested, flushed, T.V. inspected, manholes channeled, and deemed ready for use by the Engineer. The cost involved in providing all materials including tee s, coupli.,gs, surface cleanouts, pipe, bedding, labor, equipment, restoration, and testing the side sewers shall be included in the bid item price for side sewers per Lump Sum. All restoration shall be completed to the satisfaction of the City of Renton Parks and Recreation Department. 7-17.3(2)J METRO MANHOLE CONNECTION (SUPPLEMENTAL SECTION The Contractor shall acquaint himself with and comply with the regulations contained in the permit issued by METRO and also with the regulations contained at the back of the Special Provisions for connection to METRO MHR10-36. The Contractor shall replace the existing 12 inch stub with a 15 inch stub. ^.11 work involved in the compliance with the permit regulations will he incidental to the contract pay item. 7-17.3(2)K PUMPING AND FILLING SEPTIC TANKS (SUPPLEMENTAL SECTION) After all side sewers are constructed, tested and accepted ready for use by the Engineer, each septic tank must be pumped out with the sewage properly disposed of, the septic tank tops and bottoms must be crushed and the septic tank filled with dirt and/or sand. There shalt be no voids in the backfill of each septic tank. Plug each septic tank outlet with a 1 foot section of mortar. All of the work described in this supplemental section including restoration shall be included in the bid item price. 7-17.3(2)L SURFACE CLEANOUTS (SUPPLEMENTAL SECTION) The unit price bid for side sewers per Lump Sum, shall be full compensation for all materials, labor and equipment necessary to construct the 8 inch and 6 inch surface cleannuts in accordance with the Sewer Standard Detail and restoration of the adjacent areas. The materials shall include, but not be limited to, the wyes, plugs, and lamphole covers. 7-17.3(3) BACKFILLrNG SEWER TRENCHES (SUPPLEMENTAL SECTION) During construction of the sewer pipe from MH 5 to MH 6, the trench backfill shall be 100%, at the conclusion of each days construction, on all areas within the asphalt pavement. The cost for providing 100% backfill shall be included in the bid item price for 15 inch sanitary PVC sewer pipe. 7-17.3(5) STREAM CROSSING (NEW SECTION) The C:-eek crossing in Schedule 6 may be accomplished by either of the following methods at the Contractors option; JACKED OR BGRED CASING PIPE Where shown on the Plans, the Contractor shall install the PVC pipe in a 20 inch diameter steel encasing pipe with a minimum 1/4-inch wall thickness. The steel encasing pipe shall be installed by jacking, tunneling or augering or by a combination of these methods. During jacking, cugering, or tunneling operations, care shall be exercised to prevent owing ahead of the steel encasing pipe which will cause voids )utside the pipe. If voids occur, the Contractor shall backpe ck the voids with sand and pea gravel and fill the voids with a Tumped Portland Cement grout. If liner plates are used, they shall be assembled and installed In accordance with the manufacturers instructions and specifications and in accordance with accepted tunneling methods using poling plates or shields of a strength equal to that of the liner plates. The PVC pipe shall be skidded into position inside the casino pipe and blocked into position. The annular space between the carrier pipe and the casing pipe or tunnel liner shall be fillej by sluicing or blowing sand or pea gravel into the space unless otherwise specified. Care shall be exercised to insure that the entire space is filled and that the pipe is not disturbed during the placement Of the backfill etween the pipe and the casing, 'he Contractor shall remove the carrier pipe and reinstall it if it will not accommodate the pipe laid to tolerances shown on the Plans. The unit price bid shall be full compensation for all materials, labor and equipment necessary to construct the 20 inch diameter encasing pipe including restoration. The carrier pipe, through the encasing pipe, shall be paid under a separate bid item. STREAM DIVERSION The contractor shall provide a 48 inch culvert pipe of sufficient length to carry the creek past the area of work. The culvert pipe shall be placed in the existing creek bed and an impervious dam shall be constructed around the up stream end, diverting the creek into the culvert. Two filter check dams consisting of pea-gravel filled burlap bags shall be constructed to filter silt and debris from the creek. One check dam shall be located around Lne culvert pipe down stream of the sewer trench, and the otier shall be located 10 to 20 feet down stream of the culvert end. These check dams shall be cleaned of all accumulation of debris on a daily basis during the construction of the sewer trench, and shall not be removed until after the bank restoration is completed and the diversion culvert is removed. The stream bed in the trench line shall be backfilled with washed rock of a random size range of 1/2 to 3 inch diameter. The stream bank shall be covered with loose medium rin rap rock to a minimum thickness of 12 inches. After all rock is placed and the diversion culvert is removed plant the area with the following: VACCINIUM VITIS IDAEA (Cowberry, Lingonberry) Plant with one gallon size containers in a grid 30 inches on centers covering the rip raped area from low water line to the top of the bank. IRIS SIBIRICA ( Siberian Iris) Plant in groups of rhizomes in the center of each 30 inch grid of Vaccinium Vitis Idaea. All labor and materials required for the stream crossing except for the 18 inch carrier pipe and select trench backfill shall be included in the unit price "Creek Crossing with bored steel casing pipe or stream diversion", per Lump Sum, and no additional pavement shall be made. 8-01 ROAD SIDE SEEDING 8-01.2 MATERIALS (PARTIAL REPLACEMENT SECTION) Seed shall conform to the following: Washington State Certified Turf Grass Seed with 70% Merlon Bluegrass, and 30% Red Fescue. Percentage to be by quality and not weight of seed. 8-01.3(1)A CULTIVATION (SUPPLEMENTAL SECTION) The areas to be seeded shall be graded and smoothed to match the undisturbed arras with no breaks or ridges. All stones over 1/2 inch In diameter and all roots, clods, weeds, or other extraneous material shall be removed prior to application of seed. 8-01.3(9) PROTECTION AND CARE OF SEEDED AREAS (REPLACEMENT SECTION) After all disturbed areas have been cleaned and restored to the satisfaction of the Engineer, and all seeding has been completed the Parks Departme•it shall assume the responsibility for watering, fertilizing, and mowing the seeded areas. This shall not absolve the contractor of his responsibility should the seeded areas fail to germinate or for any subsidence in the areas which he has disturbed. DRT:mf 3/2/87 IMPLEWOOD GOLF COURSE Sanitary Sewer Schedule "Am Base Bid SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS. SCHEDULE "A" 01. 4 Manhole, 48 inch Dia w/ Each locking lid E Per Each (Words) Figures) 02. 3 Extra depth for 46 inch Dia Vert Foot Standard mannole E Per Vert Foot 03. 784 15 inch Sanitary Sewer Pipe Lineal Foot 5 Per Lineal Foot 04. 1 Connection to Metro Manhole Lump Sum replace ext 12" with 15" stub Per Lump Sum ! 05. 450 Pipe foundation gravel Ton E _ _ Per Ton 06. 2500 Bank run gravel for trench Ton backfill E Per Ton -�-- 07. 1 Television Inspection ump Sum E Per Lump Sum Page - 1 0- 0 MAPLEWOOD GOLF COURSE Sanitary Sewer Schedule 'A' Base Bid SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prev.il.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS. SCHEDULE "A" 08. 1 Contractor provided construction Lump Sum staking and as built notes E _ Per Lump Sum (Words) figures) 09. 4500 Top soil Cubic Yard t _ Per Cubic Yard 10. 700 Hydro-Seeding Square Yard I - Per Square Yard e Subtotal Schedule "A" 5 8.1% Sales Tax A Total Schedule "A" Page 2 I E--- - I MAPLEWOOD GOLF COURSE Sanitary Sewer Schedule "P" Additive Alternate SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amouil -,f bid must be shown. Show unit prices in both wordy and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS. SCHEDULE "B" 01. 1 Manhole 48 inch Diameter w! Each locking lid E Per Each (Words) Figures) 02. L85 15 inch Sanitary Sewer Pipe ineal Foot Ductile iron Cl 52 E Per Lineal Foot 03. 110 Pipe foundation gravel Ton Per Ton 04. SOO Bank run gravel for trench on backfill 5 Per Ton 05. 10 Crushed surfacing top course Ton 5/8" minus E Per Ton 06. 10 Asphalt Cement concrete Class B on for pavement patching E Per Ton 07. 21 Top soil Cubic Yard Per Cubic Yard Page - 3 MAPLEWOOD GOLF COURSE Sanitary Sewer Schedule "B" Additive Alternate SCHEDULE OF PRICES (NOTE: Unit prices for all items. all estentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROI ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS . DOLLARS CTS. SCHEDULE "B" 08. i Creek crossing with bored steel _ump `.;um casing pipe or stream diversion S _ Per Lump Sum (Words) Pigure5) 09. 12' Hydro seeding Square Yard Per Square Yard in. i Television inspection ump Sum 5 —— — — Per Lump Sum 1L i Contractor provided construction ump SuR,. staking and as built notes Per Lump Sum Subtotal Schedule "B" 5 P ,, " ies Tax b Total Schedule "B" b Page - 4 a 14APLEMOOD GOLF COURSE Sanitary Sewer Schedule NC' Additive Alternate SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extenttons and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words; DOLLARS CTS. DOLLARS CTS. SCHEDULE "C- ol. 1 Manhole 48 inch dia w/ Each locking lid Per Each (Words) Figures) 02. 216 15 inch Sanitary Sewer Pipe ineal Foot E Per Lineal Foot 73. 100 Pipe foundation gravel Ton E Per Ton 04. 750 Bank run gravel for trench Tun buck fill E _ _ Per Ton U5. k5 Crushed surfacing top course Ton 5;8" minus Per Ton —� 06. 30 Asphalt cement concrete class 8 nn I for pavement patching Per Ton 07. 10 Top coil ubic Yard Per Cubic Yard Page - 5 MAPLEWOOD GOLF COURSE Sanitary Sewer Schedule "C" Aaditive Alternate SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed w ds shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT V . QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS. SCHEDULE "C" 08. 40 Hydro seeding Squere Yard E Per Square Yard (Words) Figures) 09. 1 Television inspection i Lump Sum Per Luap Sum 10. 1 Contractor provided construction Lump Sum staking and as built notes E _ Per Lump Sum 11. 1 Side sewers and connection to Lump Sum Club house E Per Lump Sum Subtotal Schedule "C" $ 8.1% Sales Tax Total Schedule "Co Page - 6 I MAPLEWOOD GOLF COURSE Sanitary Sewer Schedule "D" Additive Alternate SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail) ITEM APPROX . ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO . QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS . SCHEDULE "D" 01. 1 Manhole 48 inch diameter w/ Each locking lid E_ _ Per Ea, i (words) (Figures) 02. 187 8 inch sanitary sewer pipe Lineal jot E Per Lineal Foot Oi. 1 8 inch cast iron outside drop Each connection to manhole E _ Per Each 04. 100 Pipe foundation gravel Ton Per Ton 05. 660 Bank run gravel for trench Ton pack fill t _ Per Ton 06. 35 Crushed surfacing top course Ton 5/8" minus E Pe_ Ton 07. I Side Sewer pipe instalation and Lump Sum connect!ons to exesting houses Per Lump Sum Page - 7 MAPLEWOOD GOLF COURSE Sanitary Sewer Schedule "D" Additive Alternate SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices to bath words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX . ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be iVrittan in Words) DOLLARS CTS. DOLLARS CTS. SCHEDULE "D" 08. 1 Television inspection Lump Sum Per Lump Sum (Words) (Figures) (;. 1 Contractor provided construction Lump Sum staking and as built notes Per Lump Sum Subtotal Schedule "D" $ 8.1% Sales Tax $ Total Schedule "D" $ Total Schedule "A" $ Total Schedule '-0" $ Total Schedule "C" $ Total Schedule "D" $ Total All Schedules $ I 1 Page - 8 0- - -- ENDING TITLEOF FILE FILE V �l �✓ GolfCd� , � k000P � f' ; Ca f ,'oa � c. 5 / et1