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HomeMy WebLinkAbout05D1850} 0 05-D/84570- 160039 ..t _ r 1 2- v 5! GOF-iC, a10F_WNLK_ 11 T EMPOR►aRf PtSPNALT WEDGE- CURS - CSE,f'. DETAIL FZI GKT TNPF "A` C )Pe6 A*MD GUTt'GR I K.157NLL a L.F. 19 it PVC St7R 35 51 C)e SEWER e E•0% mil/1p, GPcP ® ETA • 5423 AUU 3 o r? I 1 L7 E3� �.� ��. • I I AMD 1� W TE 1 I 1 R (Pvpt ,i c A �S UT L,171 We a o• s Mw• 29'� _ _PR I ITT _ LROA I I FVtsT. RD.ND SEC 10" 3" ),NI W . COMP DF-FM C1--AS5 8 A,54�ibU-T 41 I MIN. C.DMP. Deprl-1 ASPHNLT TRF_A?EI- BASF- (ATa) tv' MIN. CCrAP pEPTH SUBt3A,51`_ TYP. ROAD SECTION-42 ST. NW t NSTA LL P- t0 +5G SE. ] V, SE- I V, SECT. 36, TWP. 22 N, RGE. 4 E, W.M. Tl\1 E: SOIL FI LJ_- -T r%. . . - WEDGE CURB (TEMPORARY) t�.lp RT-H I cAL.E.: I I` = 201 CONSTRUCTION SEQUENCE 1. Arrange a preconstruction conference with City inspector. 2. Stake property lines and utility services. 3. Install catch basin filter fabric traps. 4. Install water, i sewer, gas, fire service stubs to ea. lot. 5. Install drainage system. 6. Fine grade the new roadway surface. 7.' Place the gravel base, ATB surface and wedge curb. 8. Place the asphalt surface after building construction. 9. Install curb, gutter, sidewalk, lighting after one year. _ 11 .11, -1, --• - Ca (T-iR r) @_' + 40 RIM'. Soot' IN14: 47.0(P I N14 % 40. 99 l r, W) tX a14" CAPPE0 _J r-11 G.v. l - ©viz �" WATER LINE-GGN­S:FRtJC-TION NOTES ('oNc. bWCk_1NG (FUTURE- RE N`f DRA►•rT� t Sp 1. Pipe for water mains shall be ductile iron meeting ANSI Specifications A-21., i of be thickness Class 52. Pipe shall be cement -lined, in g , Installation of corporate stops, water services, lines and meters shall be per City T�11tJ FFP 21 • • latest revisions and shall accordance with ANSI Specification A-21-4 of latest revision, of Auburn Standard Details. Services shall be a minimum 3/4 inch type K copper YP PP tubing or galvanized pipe. The City of Auburn will install the meters. The City of STORM SEWER CONSTRUCTION NOTES 0O.�p03: 1" ° 1' q1 !" ° lY' V E ° 3' lA0 �pt'Mf, tAitf �s. t PER ronT 2. y ) All public water mains shall have a minimum cover of fort -two inches (42' Auburn will install the meters. The City will install services from main line to the meter when the existing writer line is in an existing City street. 1 The Contractor shall obtain any necessary storm tine connection permits from the City of Auburn, prior to construction. 3. - ve-inch All valves for water lines shall be resilient wedge gate valves for twelve -,inch (12") and smaller. Butterfly valves shall be used when over twelve -inches (12"). 10. All water main vertical bents shall use mega lugs except at tees and 90° bends and blocking for tees and 90° bends where concrete blocking per City Standards J 2. All storm drains within the development shall Found stenciled "Dump Waste - Drains to" "Streams", "Wetlands", "Groundwater shall be used, either or as applicable . 4 Joints, except where otherwise required or shown on the drawings, shall be P q dither. mechanical -bolted type; or push -on rubber ring ga >ket type, conforming to 11. All water 1 ter mans shall have ,,t b lowoff assembly at low point and an air vacuum SANITARY SEWER NOTES ° _ Anteric ,blatis? talS.tandard A-21 11. relief valve at high point of main. - "he3 location of the side sewers shaii be marked at the end of the tine inside • _ . - g, Pipe fitting shad be ductile iron and shall have the same kind of coating, lining -the and shall conform to ANSI 12. The fire hydrant assemblies shall conform to Standard Detail WASFH-1 aid shall stand lumb set to firlished grade with the lowest outlet being no less than plumb, 9 property by a pressure treated 2 x 4, four feet (4') long buried in the ground a distance of three feet (3'). The lower end shall have a 2 x 4 cleat nailed to it to ' and strength as pipe to which connected Specifications teen .the p0 and A-21. t 1 of latest revision. 18 inches from finished grade, and a clear zone around hydrant of no less than 36 inches. The pumper part shall face street or fire access. prevent withdrawal of the stake. The exposed on foot (1') shall be painted traffic in e i i' -'DaT� a all IaN.--� yellow and the depth to the side sewer or tee shall be indicated black paint on $ Hydrostatic tests on the new pipe line shall be made in accordance with the 3 the 2 x 4. i 1 CEDAR PA TED WWED I t t t I I i i e19DAee PANTED W+sT[ procedure for water -pressure testing water lines and the !a:est provisions of ci 1 i 1 1 i 1 r 1 i AWWA C (,00 *except as modified herein. All equipment necessa to make the furnished by the contractor, and the contractor snail conduct all Q c� �, Pu®uc 2• Contractor shall obtain any necessary side sewer connection permits from the it It ; L, L, lJ lJ test shall be tests under the supervision of the engineer. Pressure tests shall be made on all City of Auburn, prior to construction. piping and appurtenances installed under this contract, inctuding all connection's to existing maims at a minimum test pressure of 200 psi. Z �1 • �f 3. Unless otherwise approved, all connections to existing sewer main with new teas FIXED (PERMANENTTYPEBARRICAD 5` OF PFl4E4AGNT shall be done by.the City of Auburn. The Contractor shall be responsible for -.....y ' , Disinfection of the new water system shut! be required prior to connection to the PR IVMF trench and pavement excavation, pipe installation, backfill and pavement existing water lines and shalt be in accordance with the latest provisions of 5<t�ew"cum �o�a L 6z„ restoration. p AW1NA C 601 " M 4 e The Ccntvctor:shall obtain all necessary water service connection permits from - D,, ,a _ - pRppp ,p FLOW LIT tM City of Auburn prior to construction. b F � �9 ACF_ P Gt)Rp G- cJJr 2 �I �- Z ................................:.................. 2 FROr4\ ED F OF 9 y i1 MIN. COMT'. DEPTH CLA55 5 N`�{• ExIS'F. Pp.VF-M�►`-tT� iL cuR 4", MIN. Ccl�&F. i�rH NT'5. �? ::.. ......... CD MIN. COMP Del H Sve>BASF � GRK0F e scxuTH E0c_k= SE-CTIONI - 42 GF' NW C STN. 9+ 00 `t�•►oR I R o.w MLtt.►tc� g ....... �,................... .............. ................ TV. SEC=0 FOR TeWP ............. .......................:.... ........ .. ...... ...... - - - - - - - - - - - --- - - - -- - -- -.- - - ..... ..... - - - - - - - - :... t...:...:...,...:...:............. I :: :: '� I® PVC SDR Z.I G�. O.4 ZI ($ D.4% II 1501- t2" pv c soy. I :...:. �lri...:...:...:...:...:...:...:..... :. c�_ ... r���.. pVC, SDR 21, 0 0 . ... GPa 4 (TNF� T) 1 fV 4 ; 440. Ito I RIM'. 4ES,50'-- . INv ' 4s• 5�' I I -- --- -- ( . . . . . . . . ._. @ -T 4 E>2- RT. ........... ......:.......................................:............................................. ........ ..._. _ ._ _ I �t 3 ' 4Z.SO ........ 42ST NW :...:._.- . .................. ...:...:...: ...........:..::...._...................:...:...: 177 OrD/8670 IARN1CADC NOTES: TYPE: = WIDTH Or RAIL: S' MIK, tt' MAX. LENGTH OF RAH: 4' MIK . NEIOXT: a' YIN. TYRE OF FRAME: r03T FLExISR.ITT: PERMANENT 3Ttllr19 WE Coin., Ra s psi RMICTam[s iw►pl ` lloff OR LEFT, .4 On[tn= TRVM IMILLsuwT sane DIA CTIONS r"M mmu r TWM n►s319a ssTx Dees, - �TN 6, "MFT 3• r RAU ARE Lt3a TTMrI 3' LOW 319E MUTCI! 3ECTN:N SC-& NOTES REV I I- I tDN S NEW F I_Ok/ �lST. t✓GYi= _. Lr I N E�cv OF PK\1CMF-,Wr &_ FACt� OF CUR B l� C�z•o FR®M C.%KIST t✓� I a t� O �f CL U`J P V) ^ f ? t p01 °, ._ 0.6 C_Pi" to (TYPE• Z) RIMS 4q.40 INV 4to, 54 G e470 FxtsT• G M I NU : 43. (v3 LfJWEI� E-x, MN 9(. A TD MANrCH NEW G9NDE- NEW- SL�>7PE- MOV I pE. 5L O Pf= STI\BAI--I ZAM O N : ---� H*gMOSEZp W/ STESP --�LoPF.- Mix OR SFF. v 4 MULZH W/ JjT -- NEiTT'fNCs NIA-. I. SH I FT_ }ZOAD NOR 7 qb a. All workmanship and materials shall conform to the �t City of Auburn's requirements and specifications. b. Standard Specifications shall be 1994 APWA as PE R C•it-( p�-,►�� modified by the City of Auburn, including Auburn's Standard details, specifications, and requirements. 4 p0-q C_AN FZEV)FIV �olral � I C. A copy of these approved plans and applicable City pE� UT`( 2pa- developerper specifications and details shall be on 5 site during construction. /►'i r� l4� d. A pre -construction meeting shall be required prior [ �j to any on -site work for all Public Facility Extension projects. Z e. Prior to starting construction, the Contractor shall call ONE -CALL (1-800-424-5555) for utility CY) ` locations (water, sanitary sewer, storm sewer, 0 gas, power, •tre4ephone and television)_ C0 W f. During construction, the Contractor shall be '-"1 required to control on -site storm water runoff by using temporary or permanent drainage I erosion/siltation control procedures. E>(1Z" 1 •�-•• a -If�v �711� g° Locations of existing utilities are approximate. It shall be the Contractor's responsibility to Z determine the true elevations and locations of V hidden utilities. All visible items shall be the CY) Engineer's responsibility. h. Existing pavement surfaces shall be saw cut full depth with straight, uniform edges 12 inches (12") I CD(PL) out from the edge of excavation. All joints O t"(2 Wbetween the new and original pavement shall be I painted with asphalt emulsion (CSS-1). V Uj c S i. The Contractor shall install, replace, or relocate 2:1 SLDIPE all signs, as shown on the plans or as affected by -Ftaconstruction, per the City's Standard detail (No. 6RAVC-_ TRSP-1) . j• Power, cable and telephone lines shall be in a trench with a minimum horizontal separation from r-•+ other utilities (sewer, water, storm) of five feet I (51)' O N I 00 k. All construction surveying for extensions of public facilities shall be done under the 01 direction of a Washington licensed land surveyor �ry or a Washington licensed professional Civil 1� Engineer. O 1. During construction, all public streets adjacent w 00 I to this project shall be kept clean of all a C material deposits resulting from on -site 1, construction, as directed by the City. '� I M. Certified _ drawings are required prior to project acceptance. Refer to'the City's IRr-CoRp H COhIS?RU CT1v.N DRAW It�GS REQUIt�� �tt7 : '1Oft n. All required it d landscaping shill confor m with City -� of Auburn Zoning Ordinance, 'Section No. 18.50. yy o. For MH & CB rim adjustment, with brick of .,,s acid castings, shall. bs 14 inches (14") without adding new sections. p. All manholes and catch basins in public right-of- way or easements shall be adjusted after asphalt - ..... --- - paving, and conform to the City's gi-andard AAdj 1 Stffl E at Deta i 1 q. All connections of SDR 35 PVC pipe to manholes U�1 shall be made by using A.C.;or GPK manhole adapters, or approved equal.1 r. The maximum laying lengths shall not exceed 12°611 for SDR 35 pipe. j S. Bedding for PVC pipe shall be 5/8 Inch Minus crushed Rock four inches (411,) minimum under to six' inches (611) minimum over pipe, as per the City of Auburn Standard Detail No. GEPT-3. t" Bedding for concrete and ductile iron pipes shall o be 5/8 Inch Minus Crushed Rock, six inches (611) minimum under to six inches (6i1) minimum over the pipe, as per the City of Auburn Standard Detail 5Z No. GEPT-2 . _... .:. u. All imported pipe trench backfill material shall be Class 11A1° Bank Run Gravel, modified by the City of Auburn` f • „r Zi1 V. Pipe trench backfill material within the improved right-of-way shallbe 5/8 Inch Minus Crushed Rock W Z when connection is perpendicular to the City FIST street. r Storm Drainage (� 1 NaTF_ REf&P, To f\013UR1_I S'�L�. 7Rl✓t� t ExCPAVN or1 RAN D 15 A C.f_ t I L.t._ PETA I L. t.tO GEPT - I , Ca )-Z NND (SEPT- 3 FOR CON4517RUC"nOJ P'ROCFADURE. a. Storm lines shall -be -laid to the grades and '- .GRp. elevations shown on the drawings and shall not be O �. changed without City approval.. p 6 b. Contractor shall obtain any necessary storm line �° t connection permits from the City of Auburn prior to construction C. All manholes .and catch basins in public right-of-�/tt J940 way or easements shall be adjusted to final grade li after final paving !is complete, in accordance with the City of Auburn's Standard Detail No. STFG-1. DRAWN j.I d '