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Home My WebLink About94D1308SEC. 5, TWP. 21 N., RGE. 5 E., W.M. SHEET 2 1 'rcb. 0 o 1 1 I 1 ----------------- -- GENERAL PLAN NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN's REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD SPECIFICATIONS SMALL BE 1961 APWA AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN's STANDARD DETAILS, SPECIFICATIONS, AND REQUIREMENTS. 3. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ON THE SITE DURING CONSTRUCTION. 4, A PRECONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL STO-424-5555) FOR RM SEWER, GAS. POWER, LTELEPHONE ITY OANS (WATER. TARY SEWER, AND TELEVISION) 6. DURING CONSTRUCTION, CONTRACTOR SHALL BE REQUIRED TO CONTROL ON - SITE STORM WATER RUNOFF BY USING TEMPORARY/OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDLONES. T LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF HIDDEN UTILITIES. ALL VISIBLE ITEMS SHALL BE THE ENGINEER'S RESPONSIBILITY. 8. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12-) OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 9, THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS AS SHOWN ON THE PLANS OR AS AFFECTED BY THE CONSTRUCTION, PER THE CITY'S STANDARD DETAIL (NO. TRSP-1). 10. POWER, CABLE AND TELEPHONE UNES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5). 11. ALL CONSTRUCTION SURVEYING FOR EXTENSION OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 12. DURING CONSTRUCTION, THE PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. 13, CERTIFIED AS -BUILT DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. 14. FOR MANHOLE RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASINGS SHALL BE 14 INCHES (14") WITHOUT ADDING NEW SECTIONS. 15. ALL MANHOLES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY's STANDARD ADJUSTMENT DETAIL (NO. STFG-1). 16. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR GPK MANHOLE ADAPTERS, OR APPROVED EQUAL. IT THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'-6" FOR SDR 35 PIPE. 18. BEDDING FOR PVC PIPE SHALL BE 5/8-INCH MINUS CRUSHED ROCK, FOUR INCHES (4") MINIMUM UNDER TO SIX INCHES (B-) MINIMUM OVER PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-3. 19. BEDDING FOR DUCTILE IRON PIPE SHALL BE 5/8-INCH MINUS CRUSHED ROCK, SIX INCHES (6') MNA■AA UNDER TO SIX INCHES (6-) MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-2. SHEET 3 z czi �O IH-I 2 < I 2 v, ■7 Oki SANITARY SEWER EXTENSION PLAN 20. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A' BANK RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN. 21. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/5 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET. 22. TRENCH BACKFILL SHALL BE DEPOSITED EVENLY ON BOTH SIDES OF THE PIPE IN TEMPERED LAYERS NOT EXCEEDING SIX (6) INCHES IN DEPTH UNTIL THE TOP OF THE PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY. 23. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESSES, AND ELEVATIONS OF ALL EXISTING PAVEMENTS AND STRUCTURES THAT ARE TO INTERFACE WITH NEW WORK, PROVIDE ALL TRIMMING, CUTTING, SAW CUTTING, GRADING, LEVELING, SLOPING, COATING, AND OTHER WORK, INCLUDING MATERIALS AS NECESSARY, TO CAUSE THE INTERFACE WITH EXISTING WORKS TO BE PROPER, ACCEPTABLE, TO THE ENGINEER AND THE CITY OF AUBURN COMPLETE IN PLACE AND READY TO USE. 24, THIS CONSTRUCTION SET OF DRAWINGS FOR THIS PROJECT INCLUDES A TOTAL OF 5 SHEETS. GENERAL NOTES AND DETAILS PROVIDED THROUGH THE DRAWINGS SHALL APPLY TO ALL OTHER SHEETS, AS APPLICABLE. SPECIFICATIONS OF DETAILS PROVIDED ON ONE SHEET MAY APPLY TO OTHER SHEETS. 25. IT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO NOTIFY THE TELEPHONE COMPANY, THE GAS COMPANY, THE POWER COMPANY, AND THE CABLE TV COMPANY PRIOR TO CONSTRUCTION SO THAT THESE OTHER UTILITIES CAN PREPARE THE NECESSARY PLANS FOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES. 26. PIPE SPECIFICATIONS ARE BASED UPON DESIGN CONDITIONS FOR COMPLETED PROJECT. DURING CONSTRUCTION PERIOD, CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ALL SURFACE INSTALLATIONS, INCLUDING BUT NOT LIMITED TO CONFORMANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS FOR CONSTRUCTION LOADING ON PIPES. SANITARY SEWER PLAN NOTES 1. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 2. LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION UPON AUTHORIZATION OF CITY. CONTRACTOR SHALL NOTIFY ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED. 3, CONTRACTOR SHALL OBTAIN ALL NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 4. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN WTH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PIPE INSTALLATION, TRENCH EXCAVATION, BACKFILL AND PAVEMENT RESTORATION. 5. ALL MANHOLES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE, IN ACCORDANCE NTH CITY OF AUBURN's STANDARD DETAIL N0. STFG-1. 6. SANITARY SEWER PIPE SHALL BE SDR 21 OR SDR 35, WITH APPROVED RUBBER GASKET JOINTS AND CONNECTIONS TO MANHOLES SHALL BE BY CL 150 AC COUPLING WITH RING TITE BY IPS TRANSITION GASKETS FOR SDR 21 PIPE AND AC OR GPK MANHOLE ADAPTOR FOR SDR 35 PIPE. SDR 21 PIPE SHALL BE USED WHERE PIPE COVER EXCEEDS 18 INCHES (18-), AND SDR 35 PIPE SHALL BE USED WHERE PIPE COVER EXCEEDS THREE FEET (3'). WHERE SPECIFIED ON PLANS, PIPE SHALL BE DUCTILE IRON PIPE, CLASS 52, CEMENT MORTAR LINED, WITH MECHANICAL JOINTS. 7. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT AGAINST EROSION DURING CONSTRUCTION. 8. TRENCH SPOILS SHALL BE REMOVED AND DISPOSED OF AT AN APPROVED WASTE SITE. SHEET 4 SHEET 5 I 1 1 I L1.1 C J W M f ui N I i r T EROSION/SEDIMENTATION CONTROL NOTES BENCHMARK AND DATUM 1. DURING CONSTRUCTION, CONTRACTOR SHALL BE REWIRED TO CONTROL STORM BASS OF 13EARNGS: K.C.A.S. - WATER RUNOFF BY USING TEMPORARY EROSION/SILTATION CONTROL PROCEDURES. NO SEDIMENT -LADEN STORM WATER SHALL BE ALLOWED TO DISCHARGE INTO DATUM: CITY OF AUBURN (U.S.C. Ik G.S.) KINCI COUNTY$ STORM DRAINAGE SYSTEM OR ONTO ADJACENT PROPERTIES. BENCHMARK: /8131 (CITY OF AUBURN) RR SPIKE IN 2. DURING CONSTRUCTION, ALL STREETS ADJACENT TO THIS PROJECT SHALL BE POWER POLE 029 SOUTH SIDE 312TH KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM SANITARY SEWER AND 5 POLES WEST OF SIB -STATION. CONSTRUCTION. ELEV. - 350.80 ON CONST0UCTION SEQUCNCE NOTES ON SE (CITY 2TH ST BETWEEN 4TH & 5TH POWELEV. E I. PRIOR C- TO CONSTICUCTION ATTNDA PKCCONSTX;L.CTION A4E`tTINCR. POLE EAST 312M AVE SE. ELEV. - 354.18 (RECC ORD) & KK TO CFETHE C12:61ON/5EDIIAtNTATION CONTROL- NOTE5, ELEV. = 354.64 (MEASURED) THIS SHEtT TBM #I: NORTH RIM OF MON CASE AT INTXN SE 304TH ST k 112TH AVE SE. 3, PRloe To 34N ITA RY 31f7WER CONSTI<UCTION PLACE PtICIMtTCIc ELEV. - 409.03 DITCHES c FIL.7FR FABRIC ALONCH SE 304TH STREET AS CC'QUICP D TBM /2: SW FLANGE BOLT ON FINE HYDRANT /696, BY THt CITY OFFICIAL. APPROXIMATELY 90' EAST OF EAST FACE 4. INSTALL. SENER MAIN 9tTWEEN EXISTINq SSOH1 c MH *1 I. OF HOUSE /11412. ON NORTH SIDE OF SE 304TH ST. 5. IN57ALL MH 1I It. ELEV. 436.82 IN57ALL FILTEIC PENCE NEAR MH M 11. 7 IN57ALL 5ALANCE01P 541,1I749V SOWER FACIUMC5. 0CR05ED GROUND SETNCEN MH 011 [ MH ROO SHALL iSt COVERED WITH STRAW MULCH, LEGEND PROPOSED SANITARY SEWER AND WATER SEWER MAIN SEWER MANHOLE - - - - - ----SEWER FORCE MAIN • CLEANOUT SEWER SERVICE ■ CATCH BASIN, TYPE I -WATER MAIN ® CATCH BASIN, TYPE II -- BOUNDARY ff- SINGLE WATER METER W/ 3/4" SERVICE LOT LINE :�- DOUBLE WATER METER W/ 1- SERVICE RIGHT-OF-WAY All, FIRE HYDRANT GUTTER, FLOW, & CURB LINE f AIR/VAC RELEASE VALVE CENTER LINE BLOW OFF ----EASEMENT H GATE VALVE BUILDING SETBACK LINE (BSBL)_I� TEE STORM DRAIN PIPE --I BEND -----------------ROOF & FOOTING DRAIN ► REDUCER 10' CONTOURS CONCRETE BLOCKING -- -- 2' CONTOURS (D (� MONUMENTS INDEX 1 COVER SHEET & NOTES 2-5 SANITARY SEWER PLAN & PROFILES NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). SCALE 1" =100' w PEN a � x Y L r J SE 304TH ST pL. SITE < 0 GREEN 5E 310TH ST u RIVER SE 312TIH ST VICINITY MAP NOT TO SCALE OWNER/DEVELOPER HENDERSON HOMES, INC. 2223 112TH AVENUE NE BELLEVUE, WA 98005 CONTACT: RICHARD SHAFFER 206-453-0496 APPLICANT HENDERSON HOMES, INC. 2223 112TH AVENUE ISE BELLEVUE, WA 98005 CONTACT: RICHARD SHAFFER 206-453-0496 ENGINEER/SURVEYOR TRIAD ASSOCIATES 11415 NE 128TH STREET KIRKLAND, WA 98034 CONTACT: LARRY CALVIN 206-821-8448 WATER CITY OF AUBURN PUBLIC WORKS DEPARTMENT 25 WEST MAIN STREET AUBURN, WA 98001-4998 CONTACT: OZZIE CARRASQUILLIA 206-931-3010 SEWER CITY OF AUBURN PUBLIC WORKS DEPARTMENT 25 WEST MAIN STREET AUBURN, WA 98001-4998 CONTACT: OZZIE CARRASQUILLIA 206-931-3010 GAS WASHINGTON NATURAL GAS 805 156TH AVENUE NE BELLEVUE, WA 98007 CONTACT: JACK JOHANSEN 206-287-3981 POWER PUGET SOUND POWER AND LIGHT COMPANY 402 16TH STREET NE STE 108 AUBURN, WA 98002 CONTACT: HIBBARD HOWE 206-939-4343 TELEPHONE US WEST 300 SW 7TH RENTON. WA 98055 CONTACT: FRED PIPE 206-235-3608 CABLE T.V. VIACOM 2316 SOUTH STATE STREET TACOMA. WA 98405 CONTACT: BILL MARSH 206-597-7800 X7213 CONFORMANCE WITH THE OF AUBURN ENGINEERING ION'S REQUIREMENTS NO. 0004-93 x E y cc a = a c > Y m m 0 uw�Oo k-ao o'g c c I ¢ n 3 0 Y Y 0 • N i m a z O i W 3 Z J W W } H O z Q z cf) ■ w M W /'/^�■ V♦ a LM. d } U K (.9 3 < Z z $$ 3 U O 0 Z* /Z 94 ]0 1'S0% 1 OF 5 JOB NUMBER 90-032 / of 34 0 I \ SL OL h 240 230 220 210 e e, A 10k .e wP,�A(► '-8* PVC SDR 35 TUB S-0.0067 AP A7 4. " IE 204.10 511- 34 AS HE SSARY T SANITA Y SEWER ,r /7• 8.E 80�. SHEET 2 OF 5 SCALE 1" - 20' DATUM: CITY OF AUBURN (U.S.C. k G.S.) BENCHMARK: /68 (CITY OF AUBURN) RR SPIKE IN N POWER POLE 029 SOUTH SIDE 312TH -8" PVC SDR 35 p AND 5 POLES WEST# SUB -STATION. .0200 218.qg��r CAP AT C I ELEV. - 350.BO p 11 OO PP UI l' 1t I LFt IL:IER FENJ FOR ERO ION CONTRPL 3 10" P R 35 E. 304th - EX I T. FENCE °1 FILTCIC ILeNGE W/S KAW GALES XIST. FH TO BE IRESE7 TO 5• SdORTH OF PL TDM $4 ELEV 223.53 SET "X" NORTH TOP FLANGE BOLT NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COLD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES -THE COST OF REPAIRS TO THE SERVICE). ET I 1 1I LINE REMOVE EXISTING FENC AS NECESSARY TO INS' SANITARY SEWER MAIN. BASIS OF STATIONING SECTION CORNER-30+0 SHEET 3 SHEET 4 SHEET 5 8� PA I 1 I I W I m w N Lj S N Z W J N H a 240..... 270— --- - _ _. - - -- _ ._ .. _.. --- — - �-� _ .270 300- zf os t\�o/ / HYDRANI CROSSING IE 2164 ----.. - 220 25©_ - - -� r ----- ---- - -- - - - 2 2W- WWI MIM E 10" 253. 0 (OUT) 8" 1 253.20 (IN) C�/N�� - _ C 5' • �O NOTE: PROFILE OF WATER MAIN SHOWN IS S� APPROX MATE AND IS B SED ON ��. -+2'� COVER 0 ' _ 209 ...�..rt ..._ —200 — — --- — -- -- --- ----- — -- 230 26A—. -- — 4t IE IE 02.21-1-12"PVC N SE 1 1 " IE 203.94 (I ' IE 203.84 ( ) T) 12 RE14OVE 51 68. 18.35LT EX. 3'-12 PVC 8 IE 204.D4 (IN) '.. ST118. CONNECT NEW 10 PVC. o N rn ♦ n n b n N il) O+ A Vi ad C N a O i N �G C . 0 C C4 N OI PH�O N N Oi N ci M n a a N N N ry ill N VI N t0 ry N O N O N � h N M N h N 1� N of N N ry N N N N ry N N 9+60 10+00 10+40 1u+au I Ltuu Irsz1•, r4a.191 RAi71� Ipmin 14t 4L/ 300 290 O N M FH W 280 EnN W Z W J W = N L) H Q 270 260 FAC NO. U DATE: ^^� APPROVED: A/J z -i 0I-« z W 3 Lu z J a Fm W LLI Fm } F_0 z W Q 'r ^^• V I LL O } H LF w y 2 0 w U Z (� C w 0 w O x C SHEET 2 OF JOB NUMBER 50-032 94D /90 1p 04 F- F \Y' W LO S 1/4 SEC 5-21• = FND CASED CONC In I BRASS DISC (11 W W Z C ACTOR TO CC VI J TRIA ASSOCIATES I = TO CONSTRUCTION 1 MANE VISIONS F MONUMENP REPLACE I pp C CE DITCH 0i mv R 23'-6" PVC SD 35 EXISTING WS-0.0200 CAP A7 Q GRAVEL RD. CAUTION: M x 406AV IE 286.87 SECTION LINE EX WATER LINE .. VV i PP /UC h UY FHf GP 4— R > ' /W TOP 6" WATER 10'-8 4 I MAIN 296.78 PLUG PP TO BE TBM M3 ELEV 290.62 _ 8" IE RELOCATED SET "x" NORTH MR CAUTION: 8Y POWER FLANGE BOLT WELL HSE COMPANY WATER CROSSING 310 Will 0 U) v N H W V) i V' 290 V) w W Z N J U Q 280 270 ,o CAP END % W 8" IE 'r 12.00PL 1Uy a / SAl1'CCIT . " A ENT REP PE � COUNTY RR�f AH STA S, ECTION 8.03. / / SCALE i" = 20' DATUM: CITY OF AUBURN (U.S.C. 8 G.S.) BENCHMARK: /68 (CITY OF AUBURN) RR SPI E IN POWER POLE /29 SOUTH SIDE 312TH AND 5 POLES WEST OF SUB-SATION. ELEV. - 350.80 x' C CULV S A LIT EXIST. PAVEMENT PLACE PER KING COUN STANDARDS, SECTION G r LIN _ _ I 113• 0• P J _ _ _ _ — so so SD SD w— R/W CAM If _ CB -T8+54- ..33RT— —_ RIM RIM EL 316,37 INV EL 314.7-IB" CMP IN E /I 313.47-CMP OUT S 311.67-BOTTOM 18" CMP OUTFALL 1.94 RT. INV EL 313.15 BASIS OF STATIONING SECTION CORNER-30+00 7 S12-51 SHEET 2 SHEET 3 SHEET 4 ' __ L E SHEET 3 OF 5 0 + 0 N V) LAl zL0 J W } 12" CONC CULV a = W U VI 40'-6" PVC SDP 35 40'-6" PVC SOR 35 ~ S=0.0200 CAP AT F. S-0.0200 CAP A E Q S.E. 304th STREET ! RESTORE DRIVEWAY � X -1 SEGTI AS ILT�� -- INV EL 327.93-18" CMP 02 ROAD STANDARDS, SECTION 8.03. SOUTH L SEC 5-21 340 330 0 0 0 N � uj Q ~ W 320 N N w ? J W 2 V) H a 310 m OF AUBURN ENGINE. ION'S REQUIREMENTS NO. 0004-93 M Q aci rn3 c c a Ern c < n c I ZNCE O 0ccr g c c S m a U J J W a H� .v W� m o 0 3 0 c v Y V in m I w 'll�llow z 0 0 z W a W 3 z J a W W FM } p Z a M Z CC W VJ LL } H U M, < z 0 ZZ3 W Y'U Y U W 0 SHEET 3 of 5 JOB NUMBER 90-032 94 D /'sag 3 CF 3x SHEET 2 SHEET 3 BEET 4 SHEET 5 :N 370 360 0 0 O M CV W H N N 350 W W z N J 0 a 340 Ark — - .... - ' I - - j5. /' / i Yp0TA1 / / / 00i Cn / r360/ EXI TINO STORM IN AIN / �// 26+ 9.66. 16.62LT ��' rnNr/ LILV IE 36 58-18" CMP E., 26 13.44. 15.57LT TOd�TO / '' / OUT W 25r4 47, I$.34RT _i/_ - ;5 3845 "35IE /'� g W DUNE e�pR 28+411. 111. 1 25LT 9QNG..... GER NO yp0T11 N 511 O MH 12- 9 RIM 385.9 I 10• IE 35488 ' r�pR ( IN) NO PROFILE OF ATER MAIN SHOW IS 10' IE 377.20 (IN) SsOp69 10• IE 35478 (OUT) 10• IE (OUT) APPROXIMATE AND IS BASED 42" 777.10 8• IE 377.30 QIN) /' / •pV0 -. IE 3 _..24+ 7.5 .54,-44 -__. _... ............... __ _ ..-_.__.-.. OF COVER. _— -- _-__ -_.._--___-__- --__ .._.__..._-.._... _ ...... ...._..._ _-- IE 3558 IE 382.5 / " GW 24+6715, 15,44LT 28+04.3 , 16.44LT IE 349.1 . -Ul ...._ 23+84.8 , 15.284T t2'CGN[ -� _.-. IE 347.4 23+59.24, I .05LT, RIM 348.30 IE 346.00-18' EMP IN E, _- 19.2 RT ,ON CA IZ23+56,39, LE: 120HORE3 GLUM, 1:�=5VRT.23+ 9.46, 15.6417 O 01 M C1 6I Y b N pt n ♦O N np N O r r r n 00 0 0 M /NI M •N'f VNf 17 VI ,.Nj rYj 20-00 20+40 20+80 21+20 21+60 ZZ+00 ZZ+4U zz+tsu 23+20 23+60 24+uu 24+4U Z4+t5u Zb+ZU 0 s z 0 w � a �U en �� 0 - am K N p 4 OE O O E CC O O o c Y a m � rn9 o -> c c > aU��IS I m g n OI U 3 W z N T -1 anal W 3 uj 390 a J a co Lu + W Lo 380 < Ln Fm } r F W � z W Z M .4 `♦ Z XIn y 0 Q W 370 Q U. O U x 360 i tr � o 3 u r w THESE PLANS ARE APPRrCrVED FOR CONFORMANCE M1TH THE 2 W w = Q p O U 0 0 O- CITY OF AUBURN ENGINEERING DIVISION'S REOUIREMENTS SHEET FAC NO. 0004-93 -a -34 DATE: OF APPROVED: i...r: S A JOB NUMBER 90-032 94D 13o4 4 of 5% O In + In � N LLI I.— W Ln 0 L.A W Z W J (/) _ VC S 35 V ~ ) CAP AT P. Q D RT. T4%i 410 O Ln Inn 400 N H ~ UJ N = 41 N Z W J W = N F < 390 380 370 SCALE 1" = 20' DATUM: CITY OF AUBURN (U.S.C. k C.S.) BENCHMARK: ,y613 (CITY OF AUBURN) RR SPIKE IN POWER POLE #29 SOUTH SIDE 312TH AND 5 POLES WEST OF SUB -STATION. ELEV. - 350.80 40'-6" PVC SDR 35 S-0.0200 CAP AT C �ti I SHEET 2 SHEET 3 SHEET 4 I I I ♦ I • I I I 1 71, - r ...�.... ,....2r8+1 ° tl SHEET F SHEET 5 OF 5 , CB$1 (TYP.1) RIM=409.02 IE=406.97-12"CP IE=406.25-12"CP(N) IE=405.91-18"CP W) W ' VJ `W Q r r SIS TAT, C 4 �4 IE=406.66 12" CONIC CULV v ----_._--_ i EX. I6 WATERLINE c ' — — � EDGE OF XISIING, U 4 �- 0 �a OP ----- _ _._-. __ GUY _ \ ...r' g� �\\ � / • ./"r •�'. , P � R/VEMENT �•r a� ''' ON ND /. CONTRACTOR TO PROTECT l"'' r'' TBM 1 S.E. 304th STREET AGAINST DISTURBANCE. o /' TR 'r" /'r ELE\.=409.03 CONTACT TRIAD ASSOCIATE /''' DITCH SAW CUT AND REPLACE IF MONUMENT IS DISNRBED. „/ ,✓ J STA 30+00 EXIST. PAVEMENT PER 512-40 K.C. REQUIREMENTS AS -BUILT CENTERLINE `�i""r'� + 1 MH 3 51247 SOUTH LINE CAUTION: 29+97, 10' RT. SEC 5-21-5 ; EX. GAS LINE PROVIDE KNOCKOUTS TO NORTH h EAST FOR ' FUTURE CONNECTIONS ._...... _ NOTE: YOU MUST CALL 1- 00-424-5555 NOT LESS THAN 48 HOURS BE RE BEGINNING EXC VATION WHERE ANY UNDERGROJNO UTILITIES MAY BE LOCATED FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). ..—_ .—. __..._—.._._.. E16' WATER _ t DEEP DEEP AT VALVE BO% 5 - __--- ---- Ic �- 1,INE _ — _ — — — IE 408.57 _ ��.1 33+55.75, 18.1 LT _ 409.02 — — -- RIM — — +80.08, 18.47 T E 406.25-12"CP( ) EX15� 405.91-18"CP( ) —-�_ SO R 35 J +33.31, 78.43E — 397'_10"P S-0.0352 i — M 408.3t AD S AL 'u= IN 3(( �� --- 1�"^I E396.00 T) 01 KNOCK( JTS TO NORTH AND AST FOR FUTUF CONNECTIONS at 35 S vG -A NOTE: NOTE: PROFlU OF WATER MA14 SHOWN IS 1 APPRO (MATE AND IS EASED ON 42" OF COINER UNLESS SHOWN OTHERWISE. IM . 4 D(JUST TO ! A 10'E 384.7 (OUT) L I m - n o •c r n m n nSpc pn a r w a;�ONp �Omp m maj ppm� 0 P q ry q q i M I♦ Tili_ Y - 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 f ` L f or Z� I o P C O T5 0 ? a 0'>c€>. ' y g 3 v a Y Y S 41 420 r• �III� II' Z O 410 Z N W W 3 Z J a 400 � W L W cc qq* Q H 390 Z M y ac D �/W V♦ LL O 380 H U `;70 THESE PLANS ARE OVE PlU FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING gVISK)N'S REQUIREMENTSFAC NO. 0004-93 DATE: 2�2ML__APPROVED: r iss�n`.��s. 90-032 G4-D /30$ S OF 38 III I I ill I I 1 PHASE III (FUTURE DEVELOPMENT) IIII�WB I�RW IIIIIII�I �\`A\i-�� II�II��` • T 3 W (A I I iW Z W x I I F U _I W E T L A I I }I }I I I I EET 2 g` J 5 i ,^ 6 7 3 �� C 2 ACT 8 Nr_c WETLAND ------- iL ~ PHASE II (FUTURE TRACT DEVELOPMENT) BE�I � =III11 ��IIl M ICI ��INI 18 r / F. D. KUHUSKI EXISTING HOUSE I SE 304TH STREET E. A. THOMAS LU W w 1 d a /JI 0 / I F I K SCHERTINO C O z � 1 i — ( PHASE I I 2 48 �- -` � Ui 47 Q 46 TRACT G co %- R. L. LUDVIKSEN 45 � WETLAND 44 PA Nfy 42 .0. 41 40 E T L A N D_I Ej `\'�� 39 5 34 36$ 38 33 31 30 wl 32 29 vl SE 0 ST a 28 SHEET 7 27 26 — — 25 — 24 23 22 21 20 KEY MAP SCALE 1' = MOO 30' ENGINEER'S LEGAL DESCRIPTION PARCEL 'A' (A-1) LOT 3 OF KING COUNTY SHORT PLAT NO. 579100, AS RECORDED UNDER RECORDING NO. 6004220691. RECORDS OF KING COUNTY, WASHINGTON. AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES DELINEATED AS TRACTS 'X' AND 'T^ ON SAID SHORT PLAT; EXCEPT THAT PORTION THEREOF WITHIN PARCEL A PARCEL 'C' THE SOUTH QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., M KING COUNTY, WASHINGTON; EXCEPT ROADS. PARCEL '0' THE NORTH TWD-THIRDS OF THE SOUTH THREE -FOURTHS OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY. WASHINGTON; EXCEPT COUNTY ROAD; AND EXCEPT THE EAST 264 FEET OF THE NORTH 165 FEET THEREOF. PARCEL 'E' THE EAST 264 FEET OF ME NORTH 165 FEET OF THE NORTH TWO-THIRDS OF THE SOUTH THREE -FOURTHS OF THE NORTHWEST QUARTER OF THE SOUTHEAST OUARTER OF THE SOUTHEAST QUARTER OF SECTION 5. TOWNSHIP 21 NORM, RANGE 5 EAST, W.N., IN KING COUNTY. WASHINGTON; TOGETHER WITH AND SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTWJTCS OVER AND UNDER THE SOUTH TEN FEET OF THE SOUTH HALF OF THE NORM HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH. RANGE 5 EAST, W.N., IN KING COUNTY. WASHINGTON; AND TOGETHER WITH AND SUBJECT TO AN EASEMENT FOR INGRESS. EGRESS, AND UTIUTKS OVER AND UNDER THE NORTH 10 FEET OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST OUAR7ER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.Y., IN KING COUNTY, WASHINGTON; LESS COUNTY ROADS. PARCEL 'F' THE NORTH HALF OF 111E NORTH HALF OF THE NORTHWEST QUARTER OF T11E SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 5. TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M.; EXCEPT 112TH AVENUE SOUTHEAST. PARCEL 'G' (G-1) THE NORTH HALF OF THE WEST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.N., IN KING COUNTY, WASHINGTON; AN EASEMENT FOR ROAD PURPOSES OVER AND ACROSS THE WEST 30 FEET OF THE SOUTH HALF OF THE WEST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, W,M., IN KIND COUNTY. WASH9GTON. PARCEL 'H' THE NORTH HALF OF THE EAST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.N., IN KING COUNTY. WASHINGTON; EXCEPT THE SOUTH 198 FEET THEREOF. PARCEL 'I' THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST OUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON; EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 439180; ANO EXCEPT THE WEST 822 FEET THEREOF. ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON BENCHMARK AND DATUM BASS OF BEARINGS: K.C.A.S. DATUM: CITY OF AUBURN (U.SC. t G.S) BENCHMARK: 058 (CITY OF AUBURN) RR SPIKE IN POWER POLE 029 SOUTH SIDE 312TH AND 5 POLES WEST OF SUB -STATION. ELEV. - 350.80 /6C (CITY OF AUBURN) TOP OF MON ON SE 312TH ST BETWEEN 4TH • 5TH POWER POE EAST OF 312TH AVE SE. ELEV. - 354.18 (RECORD) ELEV. - 354.64 MEASURED) TOM /1: NORTH RIM OF MON CASE AT INTXN SE 304TH ST ! 112TH AVE SE. ELEV. - 409.03 TOM 01 SW FLANGE BOLT ON FIRE HYDRANT 0595. APPROXIMATELY 90' EAST OF EAST FACE OF HOUSE 011412, ON NORTH SIDE OF SE 304TH ST. Et". - 435.82 LEGEND PROPOSED SANITARY SEWER AND WATER SEWER MAIN SEWER MANHOLE ------SEWER FORCE MAIN • CLEANOUT SEWER SERVICE IN CATCH BASIN, TYPE I — — — —WATER MAIN ® CATCH BASIN, TYPE II BOUNDARY RI- --SINGLE WATER METER W/ 3/4' SERVICE LOT LINE :I-- DOUBLE WATER METER W/ 1' SERVICE RIGHT-OF-WAY J9 FIRE HYDRANT GUTTER, FLOW, k CURB LINE ill' AIR/VAC RELEASE VALVE CENTER UNE BLOW OFF EASEMENT R GATE VALVE - - - - - - -BUILDING SETBACK LINE (BSBL) FTH TEE STORM DRAIN PIPE Y-H BEND -------------ROOF k FOOTING DRAIN ► REDUCER - ---10' CONTOURS CONCRETE BLOCKING -2' CONTOURS INDEX SITE VICINITY MAP SCALE: 1" = 2200' OWNER/DEVELOPER HOIDERSON HOMES, INC. 2223 112TH AVENUE NE BELLEVUE. WA 90M CONTACT: RICHARD SHAFFER 206-453-0496 APPLICANT 223 H1 1HONES, INC. 2223 112TH AVENUE NE BE L ti!E, WA 98005 CONTACT: "AM SHAFFER 206-4W-0496 ENGINEER/SURVEYOR TRIAD ASSOCIATES 11415 NE 128TH STREET KIRKLAND. WA 99034 CONTACT: LARRY CALVIN 206-821-a44a WATER CITY OF AUBURN PUBLIC WORKS DEPARTMENT 25 WEST MAIN STREET AUBURN, WA 98001-4996 CONTACT: OZZE CARRASOUIWA 206-931-3010 SEWER CITY OF AUBURN PUBLIC WORKS DEPARTMENT 25 WEST MAIN STREET AUBURN, WA 9W001-4998 CONTACT: OZZIE CARRASOUIWA 205-931-3010 GAS WASHINGTON NATURAL GAS 805 1561H AVENUE ME BELLEVUE, WA 98007 CONTACT: JACK JOHANSEN 306-287-3981 POWER PUGET SOUND POWER AND LIGHT COMPANY 402 15TH STREET NE STE 108 AUBURN. WA 98002 CONTACT: HIBBARD HOWE 206-939-4343 TELEPHONE US WEST 300 SW 7TH RENTON. WA 94055 CONTACT: FRED PIPE M-235-36M CABLE TELEVISION VIACOM 2316 SOUTH STATE STREET TACOMA. WA 98405 CONTACT: BILL MARSH 206-597-78W x7213 1 COVER SHEET & NOTES 2-13 SANITARY SEWER & WATER PLAN/PROFILES 14 SANITARY SEWER & WATER NOTES NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). 0 J r z z o_ < V) N o: W W z 0 z W CONFORMANCE WITH THE OF AUBURN ENGINEERING ION'S REQUIREMENTS NO. 0023-93 a�u�94 MOVED: I EE w. E 1 u3 urn c < n o C �c r.0 c .S,a-' q coo c g 0 R-oo= 0.5 c c > a`600c m I n m g 0 Y L i m O } LL u Z z LL = J � Q 0- J 3 L M W W H 3Z Ga p u 3 W N Z 3 cc a m z a fn Q u. UO } U JOB NUMBER ■P 94 D I so -a 6 of 24 Ca 412 _ 430 420 --- — — — — .-- — — — — — ---- ---- ----- --- -- is' STOW cm EXI518IC f2 DI WATER = ---- lE IOS.B —_-- — — — — — —_-- ----- L _ - - - - - - - - - - - - - - - - 8" l PVC SOR 6-11-41 Ki N W m F Q c i Z u a, .E A J rncco- 0. m �0l-3 .0 E Q U W N O N 0_ C D O'j C C > d U J J W Y I m g n a ¢ 3 d c a Y t Y• 4 V1 N w Z N f Z O r 430 LL (7 M STA - S+S Z N 1 0- 415. M) Z Q L W a = Q * W W W 420 3 7. m m 06 O I zoos p W IMES r 0 I + 3.�R W V ---- ---- --- ---- } OC cc 410 MM __---------- ---- Q m — — — — — -------------- — — — — ------- } — — — — — — — — 2 Z Q _ v W 260 - 8" P SOR ~ S=G.009, ! U qK �v/I 37 ,x-ss V _. R11141416. It 400 ((3b 8" 403.62 (OUT (10UT) 6+00 CA E: 1" 20' HORIZ Z 1" 5' RT. awe THESE PLANS ARE APPROVED O V 0 3+60 4+00 4+40 4+80 5+20 5+60 FOR CONFORMANCE N THE CITY OF AUBURN ENGINEERING SHEET DIVISIONS REQUIREMENTS FAC N0, 0023-93 2 OF DATE: 3 n JOB NUMBER APPROVED: 90-032 94 D 1'.+64 of 306 n F 17-1 -7 1 r 2 NOTE SA WCUi EXISTING PAVEMENT AS NECESSARY TO CONSTRUCT SANITARY SEWER IMPROVEMENTS. REPLACE PAVEMENT PER KING COUNTY STANDARDS. N - LQ Ql 11 NJ 0 'E TO 2 U F` Z ?0' NOTE• CONTRACTOR TO NOTIFY KING COUNTY FIRE DISTRICT FE • AND ALL AFFECTED WATER CUSTOMERS 48 HOUR S PRIOR TO MAKING CONNECTION. 20' v)nur_nr_rvev i 20 6' If 41.10 SCALE I" - 20' CONNECT TO EXISTING 12"- WATER MAIN W TH NOTE 12 : 8' TAPPING TEE MH 34 912 - B L X I ST I A NT EXISTING 1'T' P i-B" TAPPING GATE VALVE lI + L STORM CROSSING ra i + AS NECESSARY CONSTRUCT CONC IN 15 SD IE 478.86 SANITARY SEWER IMPROVEMENTS. 418 " N COUNTY STANDARDS n - - i JOO'-8"PVC SDR J5 a a27 N o 424 J7' - 8" PVC SOR SEC UN I. ---'�-- '—' EDGE OF EXISTING ASPHALT p ATER CROSSING, DEPTH UNKNOWN ___—_ 420 422 -- 06 — — PPw/UC OVERHEAD POWER - 418 I STI CROSSING - .. _.-_ _. __8" 2" BLONOFF 5' 15 SD 415.41 __-- .-_-._ T-� PER CITY OF BURN WAIER TO — STANDARD DETAIL PASS UNDER I STORM • 4/J.2/ '--- _— IF REQUESTED BY HOMEOWNER � � 420 JI, 6" 412.0 Q STORM CROSSING 8' SS IE 408.6ACT _ _ _ _ _ _ _ 70 --'Ly ------ 42d " Pc C+ V'. 4 4-10 430 f 420 W W O c+o 410 400 �} f� o J > 4 ¢w � U W 2 z Z d Z 3 O a ma rybz ip • � d4y4 ti� T ry o4 n a N c_ c P CC I C PC M. I 7 U W 0 + d U J J W f N m 2 g o 3 c a Y Y N W 2 Z 0 F LL Z Z L _ J 430 a J 3 L W M H W Q ZEATsnNc E0STREET C __----- ---- --- . - - - lE 18.86 STORM GRAIN ---- --- ---- ---- ---- _--- -- --- --- --- — —LAJ 3 — — — I MIN. --_.—. �I ---_� A A — EXIS N I2 D/ WA ___ -- .—_ _ — _ — — — — — STORM 055N4C ui DRAM WA - --- — —� -- --- Si TE DRAIN O STORM _ — — — IE 1J.2 CROSSING 15' FORM lE 6+00 6+40 Pr� 15-2 E op Z� 202' - B" PV� SDR 35 6+80 7+20 7+60 8' PVC SDR J5 S=O. GRADE • I 1 8+00 8+40 8+80 9+20 9+60 DI AS RE O TO DI ARAAI}I CE BELOW 7 4- AX. PER JOINT. 10+00 10+40 nlE S4r TO FINAL GRADE I 8' 08.48 (If4) B" I£ 408.J6 (tbU TJ - - - CAL : 1"= �0: HO IZ 1 "= 5VE T. 10+80 11+20 11+60 (F) Z } N z a - 410 � Q LL — Q U — 400 12+00 € Z 0 z W U ��w� a 0 o C) o a E PLANS ARE APPR PROVED SHEET CONFORMANCE WITH THE OF OF AUBURN ENGINEERING AUBURNMENTS NE /� -J 14 N0. 0023-93 J OF JOB NUMBER a �aaa 2�'i� OVED. 90-032 ag 44D IjoB 8 of 5% W h W O O N 2 430 420 ti W W h O O N 410 z ti 400 EXSTING r VOFXE . STM T s LR�SiOsi DR NN 12 --- E!SANG WA_ --_ ---- ---- 237' - " PYC SOR 35 5-0.0o91 M RI A H i swE sEREa CAL 35 4IT-3 42 . t ,UST TO FlNAL /E 410.64 (OU GRADE I P N KNOCK NZ7 I } I 12+00 12+40 12+80 13+20 13+60 14+00 430 420 i fJ SCALE i" = 20' CALE: 1 "= 20: HORIZ 1 "= 5VERT. w a a � 8 o „ d o o >� < l o < < W J Z m V) W In ry z zz Z � x w m < � 4 E ob rn 'c < n o a o 0 C Y S N o Y ua C m E g U W O v . O j C Go c dUJJW m N m n. Y M O m 01 O C O Y Y Y Y N L m N W 2 h a Z 0 LL _Z a J = y a a � J 3 W m H a Z O L 3 W V rR cc t � m Z t y Q LL O U } V K W <_ 1 40023-9-34 Z ZZV 3 U w APP VED p U1MTH i CNGINEERING SHEET ENTS 4 OF14 �_LC_ JOB NUMBER ${ �14D l+so4 9 of 'Jd Y m STORM CROSSING d20 (`(V� �. • / 11 \ \ \ \ \ \ 1 I o I /E 4I5. l III MH 34 72- 2 4' / l \ \ \ \ 74 \ lul W b b CV IE=430.80 \ \ 9 �ry 1 C RE' TR 4 1 d Y >r / 733-0284 A TRACT J Imo\ WA7ER CUS ERS H RS PRIOR TO 0AKING C ON. �\ 1T TRACT l ST%1RM CR 1 1 50415.8 \ i// 1 i \\ \\ 73 I 0 b 7" WATER TO % } �� / \ \ SCALE i" 20 P = 5+5727 PASS UNDER \,� / -� \ \ \ -� A 58 o Z Q STORM • 41J5 \ 1 // \ \ \ \ \ 5+4III I > br HYDRANT ASSY P�R MH24 ZCOA STD ONG 14+11, J2' LT � G Q a�� / I 6 /E 427b\ \ \ \ \ I A Q J; IE 426.0\ \ I _ �/ ' r- PVC SOR MH 28 12-150 S 1 QLJtA I` 6" IE 412.0 \ _ / j_ 353� 6� WATER, q1 p u w �pp 0 n O O c m WAID WAIL TAPfMNGGATE 57 m ONN CT T XI DNC 12" .�, I p WA IL F T N1TH .... ro I PC = 5+0767 \ 1 N I-12"x 8" �rAPPING TEE1-8' //r-11. M 1 T c m C�EKWG /r r / \ ' SIDE SEMEN (TIP) _ / \ 6" IE 4270 N\ \ g VALVE p � v CONIC BL 1 DAEPTRb£S (FLXMJ)yA,io+�s-7o " (nMJ) vPc eLocK6+c V 3* j 94.43 1 I 4 A\ 3 I / % �• /�� HYDRANT ASSY PER 6" IE 424.0 I I o ryp r Q / GOA SID DWG I 6tit\ t� V• " IE 424. %I�p I��i % M - •` !\� �� WATER SERVICE (FYP) \\ / MH 26A COA SID D ry `C L 5 m CAP 440 PW ELEV 431.55 — 250. ' VC — a TELEV- 18.9I T STA - 0134.35 ti M STA = 0+ Z — — -7LOWGROUNDLOW 430 9i ELEV - 4/8 0- 50.00VC a ,E4 GG . m12' STORM CROSS — IE 02JO0 • WA / + 80' - 8' K SOR J5 S 0.007O j 420 WAS / YFI J3 32 1- .6 / 8" K 4 9.77 (IN) CROSSMG i i 0D15 d• IE 4 9.67 (OUT) 6" WA IFR 1 D K 41J2� _ _ _ 8• yO 1 410 IE 419.60 AE 40 5a5 (IN) 70 0+40 0+80 1+20 1+60 2+00 2+40 2+80 - - 5 u � Z ti O x LL C7 ^ Z n �l Z L + a 0. ti „' 4 CC W J 3 W 12" 5T 3a n _ _ CROSSING' / -- —� DI WA WA ]) oa O ----- --- IE '—R'J 1' MIN. CLEARANCE (Pp) W v _ aPosm sr DRAW (q 4+80 5+20 SCALE: 1"= 20 HORIZ. 1 5' VERT. (� Z MNN� tY a � m � 2 Q Q LL 2 O MH 24 tl'1 RMI 4J9.27 } 8" IE 422.87 ( ) D" T 422.77 r) I € A W a 41 5+60 6+00 0 W Z L " R' w < y o IX U 0 a THESE PLANS ARE APPROVED SHEET FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS C 14 FAC NO. 0022-93 J ,JOB NUMBER DATE: s - c APPROVED: 9o=03Z g �i4- D i3o8 /O 38 460 450 440 430 S CAI 420 SCALE 1" = 20' 412-29 LOI I POINT ELEV - 439. 01 p N LOW POINT STA - 1 +61.36 bt PN STA - 15425 PN ELEV - 4A t 19 _ PW ELEV =4 1+73 39.69 S 200.00' VC 50.00' K.�j � � _ g 2 It A7S7WG OROUN O S flN/ GRADE f c - ---- 12 --- STORM CROSS -..._ —.. TFROMC-- g' DI - - - - - - - - - - - - - - - - - ----- -- - --- ---- -----175' - - - - — - - - - - - - - - 1' MIN. CL RANGE (TYP) lE 54.10 "P� snR J5 5_a'PVG 002J3 20 02 S- " 029 49' - 8' S0R JS S - g" PVC S 5 35 0.0292 ' AT END H 19 Z-19 0.07J3 114' - 8- Lti. SOR6V3 S-0.0292 q12-1�1 8' IE 429. (IN) - ---- 8"IE 429.54(OUT) L23 RIM 410.72 11-I1 8' IE 27.79 (/I) RIM 440.32 8" /E 426. (IN) MH A iS 8 2 7. 69 (OUT) PoM .07 - `-- 8" IE 426. (OUi) _ -- Rar 8-11 425.50 (IN) -- - 8' I 425.30 (OUT) 8' I 425.40 (OUT) -Ib 113TH ASE �... 8'IE 22 8" IE 422 (IN) (OUT) ME 450 F- L LJ N O O 430 `O 420 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 UI 0 5z Ms+ � i! b zz O 8 K Y Y o rh o J d Z >� Q 33 i z � 0 N H Z VI J Z UI N of `W y 5 z 0z z a w � w E ' < v a c o'£ E n o O N pa C m E sy O v >==s a V a o w i 01 0 9 -1-2' 8.0. ASSY PER H g 0 � m r r SOq J5 I 3 o � r 0 Y r d m A 8 N L 'KING azZOA _C—V eT1+4ok L Z Z Q J = a Q J 3 m W H 3 Z oaU ir Lu W 3.0 Z Y a m N m z a U LL } H U n � w _ i 1 "= 20' HORIZ 1 "= 5' VER o z Y w Q W r U O O d THESE PUNS ARE55'PPRO FOR CONFORMANCE M11M THE CITY OF AUBURN ENGINEERING SHEET DIVISION'S REOUIREMEN TS 0023-93 1 6 4 FAC NO. OF ■ DATE: a 9Ar y APPROVED:��-- = ��' JOB NUMBER 6$ 90-032 a (-F 1!5--1 - 1 I t,( 2 P D r3c11 oG 32 To W 440 W 0 To W z i 1 420 _. 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 ,,,Sl -MUllow-lq i O sc w.n+ Sr Z a a f ?i 2 Z w x W c q r Pb c — n p C C I�A\\VVI II P c c n 0 P C C O tV O O �$iae m - _ • CJ35 c 0 c —>c0 �w m SCA E 1" = 20' I F m g n M 0 w c 3 w c 0 Y Y S VI z W ' Z n Y Z `O r L Z LL 0. Q a J � w w Q Z a1j O W 3.0 Z Z Z Q W LL V } H V W i 4LE: 1"= 20' HORIZ W W 1 "= 5' VERT. W 7MESE PLANS ARE APPROIAM U a OR CONFORMANCE wI7M TTIE SHEET alY aF AUBURN EWq,Z MNSION'S REQuwEMEN1S 7 of 14 AC NG 0023-93 DATE: 9417Y 1JOB NUMBER W � J � pF 157 I? c 4 D lzbo8 72 of 38 � 2'-I' PW SDR 35 48 46 6' IE 4413 45\ 47 \ TRACT G MH 9 912-01 `\ I3+JJ.26, 9.22 LT / 6" if 443.22----��--._._ 1 I -WE MOWABLE � - 1 I 6' l M .P NI A /CA -' .. 0-55 9 ; CTft r- 5. - - _ 10 A I i � 6' f 44306' IE 4428 - �._._ OAL�W1 — I \ 1-2' B.O. ASSY PE WATER SERVICE 41 \ \ e" IE �___ 42 I-12" CAP l \ Ox G� JQ 14+94LT \ V 04' L CBLOCKING ALOCK/NC l \ J� MH 10 411-61 43 _ k 15+58.56, 8.83 LT l' PF = A i IN 97+7833 MH 0 1' r4+11,98 00 \ _ 17+8569, J 10 LT i-12 x� REDUCERFL j \ O Ox t-4- GATE VALW lE 4403 1-12' GATE VALW (FLxAI 1-12" ADAPTOR (FLxMJ) 1 6" IE 441.0 CONC BLOCKING A I` 1� , 1 NOSY \ MH 11 A11-03 ND M✓ \ / + , 4. - L \ o ++ CONC BLOCK/NG + PC INT i5+0854 J 15 ". oh 1 � d ,�41:�` � ,s8• PyC � � � '\ f 14' _ 6' P'f � 35 �, � ` 17 ® I g3�12- WATER ' m. m\ � tl• TRACT K 16+74+03,, 21.56' RT I r AIR AC1/UM g&EASE 50Ica ` 6' IE 4M.0 VAL LE PER C A 510 C'n £L ` DRAWING ELECT AS REQUIRED 16'6946 !.5' RT / y0 0 a 4' MAX JO/N HYDRANT ASSY PER J 1 Sc Jan+ SCALE 1" 20' 49 COA SID DETAIL WAFH-I PC = 0+17.63 J � �� - - --- - — LOW POIA T ELEV - 451.6 5 - - _ HIGH'DINT STA - 16 98.39 LOW PONIT STA - 15+1 1 PW STA - 17+52 PW STA = 15+25 Plof ELEV - 454.88 PW ELEV = 451.50 200.00' VC 150.00, w m ; e o omp e a o E" RNC GROUND 4 B FINISH GRADE0S a _--- - -----_ __-_ 1.501< _ - - 42' FROM T PA T TO 12 IE 450. PIPE 1 Di ------ "_ _ _ _ ____ ____ -- -- -- W____ I' MW. CLEAR 12' STORM 26' - 8' P1C WR JS S-Gol s 1 I-- do "�, 109' - n• w .•..- .- - 1 I CAP AT END AE If :;90 00 (OUT) 14+40 14+80 15+20 15+60 16+00 16+40 16+80 Fj 8" IE 4J7 9 (IN) 8" IE 437. 9 (OUT) 18+00 Y U A P. N % 40 — U) a 5: W b �IL-OS 2_fX MH 4 'lil >1 � I 78.4 S - -_ - 6' IE 4M7 i 1 A < < p a >< z o o Z S a33ti z Z 4! < rnZ fa r Wa a B� ' •� 4i! rn - "'b 4'p �55 In H0 I P .� \ 4' a 67 438. Z WATER 37 w \ IE 4J8. S^ MH 5 412-06' E c c �/'NG) o c P I o u ua c o g sc uwNm c C I-45' BEND MJ O j \ �. CONC BLOCKING a U J J W f ` CTk CG '8+97.50 o BMJ =0rU0 CT F c CONC BLOCKING CONC �� 36 -1/. 5'BENO MJ e N - CONC n 3 35 a Yp O N 34 m W a Z 470 0 L Z Z L Q J = a Q J 3 ti cc 460 3 b m Z z ea O W W U O 1 ' M cc Ly W 450 Q V y Z � C tx Q m t �\ \ _ w Z Q Lw LL 202 \ 4' DI WATER N 0 440 1u } 06 - 8' PW 35 S=O.0041 J6'-O, PI U MN 6 12-0 8' IE 12 (N4) 8' IE .02 (OU7J w a b i 18+40 18+80 19+20 Y W U THESE PLANS ARE APPROVED O O 1 C a FOR CONFORMANCE N7 TH THE CITY OF AUBURN ENGINEERING SHEET --- DIVISION'S REQUIREMENTS FAC NO. QQ j^( 1 8 OF 4 ■ JOB pI NSER APPROVED: D..._.t� 90-032 >? S ALE: 1 '= 20' HORIZ 1 '= 5 �IERT. PF l5-) 1 of 7 f, 94D13e$ /a, of 3$ 39 U n F P / W 25 I 24 23 22 l a h h it i 20 I� / =C _ ?t 036E 21 8r SCALE 1' 20' d d l� 1NT 7+Be.33 ! 6" IE 4380 = 0,0n 0 A A 8• 7ER SERNCE �I " " _ " •'"• 4I �" I �' O i 6" /E 4J.D 6" SANITARY SEWER /// R \\\ EL L 43 114TH PLACE SE Fc _ 8+5574 / PT N - 8" PVC SOR 35 — _ s iTl•P 7 sHEO H 17 it --LA ¢ y (SEE SHEE r / + � L — _ SDI wA TER CARP RT MH 17A y12-2SZ _ W --__ __-_.____ II HOUri � eJ. 9P2C SRL 1+ L35 STU8 TO SOUTH �;a w•< 6" IE 4JZ0 I �` — ` DICK 1 - -- 5' I a •� a Y' o m .c E N H AN1 ASSPER bh ' A SID DETAIL WAFN-I ` ��\ '`� - "" I _L� IIN iio nu 96 F )95 '' J_ ��1�� I 2 �i I �' �j O q d U w Y q QNC BLOCKING ' f �� "..'^--� ,' I 3 1-114_ PVC (SCHEDULE 80)__________ m 14 `�la 1-12"x4" TEE FL .yj .. _... y __ ________________________ r_ L10• (T)P)— F' 15 I �'/ / -12 CA aVAL PUS I-4" GATE VAL (FL CONC BLOCKING FLxMJ / ^ I 6" N SERNCf I — — — — — — — — — — — I CONNECT TO EXIST. 18" Dl o-, _ Q W % 6" If 4330 6" lE 4330 If J2J0 I WATER CROSSING I 435.0 END RDAD IMPROVEMENTS . _.s- D Ih-E _..--_. I I , , WA MAIN W 1-I6 xi2" TAPPING TEE 1-12" TAPPING GATE o q I VAL YE (FLxMJ) cl)NV 9+ Tl' RT-D ALL i-11.25' BfNO MJ �\` I PROWDE CONC SOCK/NC I 3 _-^- ,,� 18 ASSY PER COA CONC BLOCKING SW DWG WA 80�/ � CONTRACTOR TO EXIS77NG HOUSE I W/SAN/TARY SEWER GRINDER PUMP (HYDRO- , ST OR EQUAL) AND SHALL REPANP EXISTING PA1£MENT I o c y ' 3 CONNECT M H 17 W/ 1-1/4" PVC DISTURBED TO MAKE WATER CONNEC7701V PER KING I c (SLYIEDULE I ) , COUNTY STANDARDS I Y 1 EXIS77NG HOUSE I 16 44 3 4J6 Z 42 Y ^ SEE SHEET 11 Z O H LL ZLjm _ PN PN EXV 5TA - 7+25 - 444.40 Q J 1 .DD' rC 1 W - _ PN STA - 9+00 a Q PN ELEV - 439.15 h 3 Z ^� ^ - - - -450 m m v E 7SIINO GROUND O C yi 1' W Y W O ♦ Ci o Q $ ^ -I.00x . w ol — —..— W 1 ON W cc Pwwr PE -30Ox F/ SH GRADE O C _ — W STORM m --------- ---- ----- — — — — — — — — — — — — — — — — — _____ _—__ — — — - �—---- —�_— —2�-- -- LL CEARAN 12"STORM CR ---------- �--- --- ---- 4 I ANI' _-- _—_—---- _____ ____ __ _____ ____ ____ ___ O Ply____ ____ _____ ____ ____ _____ ____ ____ _____ U S'O �33- _------ -----_ 48-8" VC - - - - - - - XI E IS- WA rER 149' - P S-0 4 U s� .aD4o T'-8" PVC 35 �__ ---- --_ —� CAP AT END IYPICK MH 17 - 24 M 1 1-25 RIM 4J9.14 H i7A tt-t5 RIA HJJI 8" IE 430.73 (IN) B" IE 4J1.43 (/N) 8" IE 431. (OUT) RIM 8" / 9.2t 431.72 (IN) $ G 8" IE 430.63 (OUT) I 431.62 OUT .. _..._.._ ...._._ .._.. _._._.._-.._. _... ._.. _. _.. g .._ —_8" 11+20 11+60 12+00 12+40 Y 114 TH PL A CE SE o THESE PLANS ARE APPROVED SHEET er > FOR CONFORMANCE MITN THE SCALE: 1 = 20 HORIZ. CITY OF AUBURN ENGINEERING 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 "_ �j' DIVISION'S REQUIREMENTS 10 4 1 VERT. OF 1♦ FAC NO. -9J JOB NUMBER DATE: a APPROVED: 90-032 941D 1368 1S of 3% NU. W H Q o � y33 s N q < J ry n) N y��W pF M Wt L O O ap yE P OiC C C C Q POO M uoa«m N c = U W p o.s N d U J w m g M 0 � a a 5 Y 03 N N N L 1,14h.= CI.Yo7 LL Z Z LL Q S J � a U) Q J 3 450 m H Co Q 3Z �U L LU 440 N Z Q H Z M I.i Cl) Q U 430 11 JW 90-032 pr- I5) !7 ^F ?o 94D /30 9 16 of 39 :D 68 N BARN *� 65 y 64 A M A I r\6 6269 t49 ' iJ'g qo) I ' IE 4J20 \ 6' IE 436.0 61 = a\ / 'MH 22 I1-1O IICU E► i 12+09, 21.5' LT 3 .: FR SAC - A+4752 I 5• TYP. 7+J0. 15, 6.5 RT 6' 427.E 5 " MVO FIRE \ I xlll-11 j. 6'I - A + Nl'dPANT ASSY PER - I 1+72.59. e. � -' COA Sm DOG i I I END PVAJ = 1+C4.85 ~~~~ - ' �1 i -. - ` m It-Ie, 6 IE 438.0 r 427.2I n PC = 0t6359 CFR CO = 1+ 0.11 I - ti +n 4' • T , `� � 51 CONC BLOCK G 14' - e' PVC SOR J5 6" IE .0 S 300TH PL CE (Wl _ �� SE-3O ACE (EI �_ ` I+72.6! 18.92' RT '� P�-" �1 4.3 177• - 4' a W TER CONC BL CAP 4qCK C 60 I Y I gm� LEE _ I I 34 i ♦ 1 i i 0 N , _ `�__ �` -8'x4' CROfVf(FIXAMAX A 0 WA IER METER I - A ON OWNER /OF LOT 58. E - ---�'1 52 --__-_ - _ 4" DAP VALVE (FLxMI - `a+-^ / I `+� / 8" ADAPTOR (fl.xMJ) Of LO / LPERA sm TAIL Y i C C BLOCKING 6' /E 4J6.0 1 '10 `d SOALE 1' = 20' OFF ASSY W/CLWC 12+94.01, 5.92 LT a BLOCKING 6"6: 427.8 - 72 , fm58 T1 ' •.,.•,�`_- �.� I'li o59 N 0sEh E+ a 71 TRACT TRACT I ice— 53 57 C� 11 N 73.°@. 45a 0 60 450 440 430 420 _ 4 M q PN STA = 0+40 �, - LOWPOINT STA . +75 STA - 0#91) P 4 ELEV - 438. 85 $ $ R „�j 60.00' vc 8 ro ------- -- — - —' _ — 45 -- — — -- _...-- O: i0 Oph O + 4 y{ GOI 2 � h n U •i / � 0 EXIS D VG GROUND O 4 _ $ RMS q GRADE 0 C 6 4 'MIN. _ WR_. 44 12 STORM - _ L ---- --. - _ ...- - - -- ---- -- _ - -- — — — -- ---- -- _--- - _ _ 5.0.054T M € 12-2\ +PVC SO J5 SI R M CAL) 4.51 8' WATER OSSRIC f84' ' e" Ii 4J5.55 (OUT) IE 4JJ9J 43 I U9' - 8' Py, SDR 35 S= 0040 RIM 4M 01 8" l£ 4 7.IJ (OUT) RIM 440.52 8" lE 42 6.58 (//I' -ME SE OOTH LACE E 8- 1E 426.48 (OUT-S) -- 42 SE 1300TH PLACE M 2+40 2+00 1+60 1+20 0+80 0+40 0+00 0+40 0+50 7+20 7+0U Z+UU 2++U 60 i 7, 7, i s rb"b F: F: a� a Z Z u �'b w I a��oo Zp�'HE: arc O.UJJW m � Z Q L T? L A i !� € so i € LU r Z 06 Q 06 LU —.co Z in Q uL co Q F- a LE: 1"= 20.' RORI.Z.. 1 "_ 5! VER v1. 6 ' a. O il �x- PLMS. ARE ,wrxg4D. FOR rqm TME Q U.cx a @ONFORMANCE OrY OF AUBURN ENQNEERINc SHEET DIV1910N'S REWIR94EN'TS FAf, NO, 002J-9J 2 of 14 APPR p:_�� S�10 JOB' NWM9ER� 40-032 94 D 130$ 1-7 of 3 pF 15--, 1-i e,F 1" 94D 13o$ 18 of 3% 111 CI rY OF AUBURN GENERAL PLAN NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUASUURN'S REQUIREMENTS AND SPECIFICATIONS, I STANDARD SPECU7CA TONS SHALL BE 19M APWA AS MODIFIED BY THE CITY OF AUBURN. J A COPY OF THESE APPROVED PLANS SHALL BE ON THE SITE DUPING CONSTRUCTION. 4. A PRECONSTRUCAM MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROECTS 3. PRIOR 70 STARTING CONSTRUCTION. THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WAIER, SANFARY SEVER, STORM SEWER, GAS POWER, TELEPHONE AND TELEVISION). 6. DURING CONSTRUCTION, CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WA RR RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SETAIION CONTROL PROCEDURES. 7 LOCATIONS OF EXISTING UTIJRES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF HIDDEN UTILITIES. ALL VISIBLE 17EMS SHALL BE THE ENGINEER'S RESPONSIBILITY. 8. EXISTING PAVEMENT SURFACES SHALL BE SAWCVT FULL DEPTH WIN STRAIGHT, UNIFORM EDGES 12 NLYHES (12) OUT FROM THE EDGE OF EXCAVA770N, ALL JONIS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PANTED WIN ASPHALT EMULSION (CSS01). 9. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS AS 90W V ON THE PLANS OR AS AFFECTED BY THE CONSTRUCTION, PER THE OTYS STANDARD DETAIL NO. IRSP-I. 10. POWER, CABLE AND TELEPHONE LINES SHALL BE N A TRENCH WIN A MINIMUM HORIZON FAL SEPARA DON FROM OTHER UTIUTIES (SEWER, WATER, STORM) OF FIVE FEET. (5i 11. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FAOUTES SHALL BE DONE UNDER DE DRECTKN OF A LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL OWL ENGINEER. 12 DURING CONSTRUCTION, ALL PUBLIC STREETS A044CENT TO TITS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE dry. 1J. CERTIFIED AS-BULT DRAWNGS ARE REQUIRED PRIOR TO PRO,ECT ACCEPTANCE REFER TO THE OTYS "CERTIFIED AS -BUILT REQUIREMENTS'. 14. ALL REQUIRED LANDSCAPING SHALL CONFORM WIN CITY OF AUBURN ZOWND ORDINANCE, SECTION NO IBSO 15 FOR MANHOLE AND CATCH BASIN RI/ ADJUSIMENT, MAXIMUM AD.I/SIMENNT WIN BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14) WTHO/r ADDING NEW SECTION. 16. ALL MANHOLES AND CA TCH BASINS IN PUBLIC R04T-O`-WAY OR EASEMENTS SHALL BE ADWSTEO AFTER ASPHALT PA VN6 AND CONFORM TO THE C/TYS STANDARD ADJUSTMENT DETAIL N0. S7FC-1. 17 ALL CONNECTIONS OR SDR 35 PVC PINE TO MANHOLES SHALL BE MADE BY USING A.C. OR GPK MANHOLE ADAPTORS OR APPROVED EQUAL iB THE MAXIMRAW LAYING LENGTHS SHALL NOT EXCEED 11 FEET 6 INCHES FOR SOR J5 PIPE 19. BEDDING FOR PVC PIPE SHALL BE 5/8-INCH MINUS CRUSHED ROCK, FOUR INCHES ({) MINIMUM UNDER TO SIX INCHES (6) MNNMUM OVER PIPE, AS PER THE OTY OF AUBURN STANDARD DETAIL NO.. GEPT-J 20. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8-IN04 MINUS CRUSHED ROCK, SIX NOES (6) MINIMUM UNDER, TO SIX INCHES (6) W AKIN OVER THE PIPE, AS PER THE OTY OF AUBURN STANDARD DETAIL NO. GEPT-1. 21. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NO. 6EPT-I, KEPT-2, AND GEPT-J FOR CONSTRUCTION 22 ALL IMPORTED PIPE TRENCH BACKFlLL MATERIAL SHALL BE CUSS A- BANK RUN GRAVEL, MODIFIED BY THE OrY OF AUBURN. 2.1 PIE TRENCH BACKFLL MATERNAL WRMN THE IMPROVED RIGHT--OF-WAY SHALL BE 5/8 NON MINUS CRUSHED ROCK WHEN CONNECTION is PERPENDICULAR TO THE Cry STREET SANITARY SEWER PLAN N01ES I. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS 2 SEWER LINES SHALL BE LAD 70 THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. J LOCA )ION OF SIDE SEWERS SHALL BE MARKED AT THE END OF THE LIE IN90C PROPERTY BY A PRESSURE TREATED 2X4, FOUR FEET (4�, LONG BURIED N THE GROUND A DISTANCE OF THREE FEET (PREIENT'W LONER END SHALL HAW A 2 INDRAWAL OF THE STAKE THE CLEAT XPOSED ONE FOOT �7 SHALL BE PAINTED TRAFFIC YELLOW AND I E DEPTH OT. THE SIDE SEWER OR TEE SHAI L BE INDICA TED IN BLACK PANT ON THE 2X4, 4. LOCA 170N OF SIDE SEWERS SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION UPON AUTHORIZATION OF THE OTY. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING WHEN EXACT LOCATIONS ARE DETERMINED. 5 CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 6. UNLESS OTHERWISE APPROVED, ALL CONNECTONS TO EXISTING SEWER MAIN TWIN FEW TEES SHALL BE DONE BY THE CITY OF AUBURN. TIE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCA VA TIN, PIPE INSTALLATION, BAO(F L AND PAVEMENT RESTORA RCN. 7. ALL MANHOLES IN PUBLIC RIGHT -CIF -WAY OR EASEMENTS SHALL BE AO,AFSMV TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WIN THE CITY OF AUIPURN S STANDARD DETAIL NO. STFG-1. 8. ALL SEVER PVC PIPE TO BE SOR 35 N ACCORDANCE WIN ASTM D-3034. 9. PIPE SHALL BE INSTALLED N COMPLIANCE WIN AS7M D-2J21. BEDDING MATERIAL SHALL PROVIDE ADEQUATE AND UNIFORM SUPPORT UNDER THE PIPE 10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT NO CONFLICTS OCCUR aErKEN SANTARY LINES AND PROPOSED OR EXISTING STORM LINES PRIOR TO CONSMUC77O✓. It. SIDE SEWER SHALL BE INSTALLED FROM THE CITY SEWER MAN TO 5 FEET MIN. BEYOND THE PROPERTY LINE AND SHALL BE A MINIMUM OF 6 INCHES DIAMETER WTH A ONE PERCENT SLOE WATER PLAN NOTES 1. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS. 1. WATER LINES SHALL BE LAD TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 3. ALL PUBLIC WATER MAINS SHALL HAVE MINIMUM COVER OF 42 INCHES (41). 4. WATER SERVICES SHALL BE PER CITY OF AUBURN STANDARD DETAILS LOCI "ON OF WATER SERVICES SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION, UPON AUTHORIZATION OF THE CITY, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WEN EXACT LOCATIONS ARE DEMRMNED. 5 CONTRACTOR SHALL OBIAW ANY NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCiKW. 6. ALL VALVE BOXES IN PUBLIC MGHr-OF-WAY OR EASEMENTS SHALL BE AD.AUSMD TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WTH CITY OF AUPURNYS STANDARD DETAIL NO. SIFG-I. 7 SACKFLOW' DEVICES REQUIRED WIN FIRE PROTECTION AND IRRIGATION SYSIEMS AND TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS 8. HYOROSTATIC TESTS OF THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WIN THE PROCEDURE FOR WATER -PRESSURE TESTING WATER LINES" AND THE LATEST PROVISIONS OF AWWA C-600, EXCEPT AS MODIFIED HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERN9CN OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER TIPS CONTRACT, INCLUDING ALL CONNECTIONS TO EXISTING MAINS A A MINIMUM TEST PRESSURE OF 200 PSI. 9. OSINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER LINE AND SHALL BE IN ACCORDANCE WIN THE LATEST PROVISIONS OF ANNA C-601. 10. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER CITY OF AUBURN STANDARD DETAILS it. PIPE FOR WATER MANS SHALL BE DUCTILE IRON, MEETING ANSI SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PPE STALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A-21-4 OF LA TEST REVISION. 12. ALL VALVES FOR WA IERLINES SHALL BE RESILIENT WEDGE GATE VALVES. IJ ,MOATS EXCEPT WERE 01NERWSf REQUIRED OR SHOWN ON THE ORAWNGS, SHALL BE EITHER MECHANICAL BOLTED TYPE OR PUSH -ON RUBBER RING GASKET TYPE CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. PIPE FHTTNOS PIPE FITTINGS SHALL BE DUCTILE IRON AMID SHALL HAVE THE SAME KIND OF COATING LINING AND STRENGTH AS THE PIPE TO WINCH CONNECTED AND SHALL CONFORM TO ANSI SPECIRCA ITN A-11.10 AND A-21.22 Or THE LA )EST REV19ON. 14. INSTALLATION OF CORPORATE STOP$ WATER SERVICES LINES AND METERS SHALL BE PER CrY OF AUBURN STANDARD DETAILS 15. SERVICES SHALL BE J/4" TYPE K COPPER IUBND THE CITY OF AUBURN TO INSTALL 3/4" WATER METERS 16. FIRE HYDRANT ASSEMB'rS SHALL CONFORM TO CITY OF AUBURN STANDARD DETAILS, SCALE: 1 "= 20' HORIZ. 1 "= 5' VERT. THESE PLANS ARE APPROVED OR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS FAC N0. - DATE: APPROVED: a O a IRre 1146, Z cc m a LL 0 H U LC z < o KpE 1_ JOB NUMBER 90-032 ,pr- I57 20 or- 2 q4.D 14ao8 M 00 34 EC. 5, TWP. 21 N., RGE. 5 E., W.M. SHEET 2 z F SHEET 3 La Py J c�ti co 1 17 ------------------ GENERAL PLAN NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD SPECIFICATIONS SHALL BE 19B1 APRA AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS, SPECIFICATIONS, AND REQUIREMENTS. 3. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ON THE SITE DURING CONSTRUCTION. 4. A PRECONSTRUCTION MEETING SHALL BE REWIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, SEWER. GA POWER TELEPHONE AND TELEVISION). STORM E S, ) 6. DURING CONSTRUCTION, CONTRACTOR SHALL BE REWIRED TO CONTROL ON- SIDE STORM WATER RUNOFF BY USING TEMPORARY/OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF HIDDEN UTILITIES. ALL VISIBLE ITEMS SHALL BE THE ENGINEER'S RESPONSOUTY. 8. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 9. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS AS SHOWN ON THE PLANS OR AS AFFECTED BY THE CONSTRUCTION, PER THE CITYS STANDARD DETAIL (NO. TRSP-1). 10. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5). 11. ALL CONSTRUCTION SURVEYING FOR EXTENSION OF PUBUC FACILTIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 12. DURING CONSTRUCTION, THE PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. 13. CERTIFIED AS -BUILT DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. 14. FOR MANHOLE RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14") WITHOUT ADDING NEW SECTIONS. 15. ALL MANHOLES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING. AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL (NO. STFG-1). 16. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR GPK MANHOLE ADAPTERS, OR APPROVED EQUAL. 17. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'-6" FOR SDR 35 PIPE. 18. BEDDING FOR PVC PIPE SHALL BE 5/8-INCH MINUS CRUSHED ROCK, FOUR INCHES (4-) MINIMUM UNDER TO SIX INCHES (6-) MINIMUM OVER PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-3. 19. BEDDING FOR DUCTILE IROI PIPE SHALL BE 5/8-INCH MINUS CRUSHED ROCK, SIX INCHES (6-) MINIMUM UNDER TO SIX INCHES (6') MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-2.. SANITARY SEWER EXTENSION PLAN I I I I � I I I I I 20, ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A' BANK RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN. 22. TRENCH BACKFlLL SHALL BE DEPOSITED EVENLY ON BOTH SIDES OF THE PIPE IN TEMPERED LAYERS NOT EXCEEDING SIX (6) INCHES IN DEPTH UNTIL THE TOP OF THE PIPE. ALL TRENCH BACKFlLL SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY. 23. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESSES, AND ELEVATIONS OF ALL EXISTING PAVEMENTS AND STRUCTURES THAT ARE TO INTERFACE WITH NEW WORK; PROVIDE ALL TRIMMING, CUTTING, SAW CUTTING. GRADING, LEVELING, SLOPING, COATING, AND OTHER WORK, INCLUDING MATERIALS AS NECESSARY, TO CAUSE THE INTERFACE WITH EXISTING WORKS TO BE PROPER, ACCEPTABLE, TO THE ENGINEER AND THE CITY OF AUBURN COMPLETE IN PLACE AND READY TO USE. 24. THIS CONSTRUCTION SET OF DRAWINGS FOR THIS PROJECT INCLUDES A TOTAL OF 5 SHEETS, GENERAL NOTES AND DETAILS PROVIDED THROUGH THE DRAWINGS SHALL APPLY TO ALL OTHER SHEETS, AS APPLICABLE. SPECIFICATIONS OF DETAILS PROVIDED ON ONE SHEET MAY APPLY TO OTHER SHEETS. 25. IT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO NOTIFY THE TELEPHONE COMPANY, THE GAS COMPANY, THE POWER COMPANY, AND THE CABLE TV COMPANY PRIOR TO CONSTRUCTION SO THAT THESE OTHER UTILITIES CAN PREPARE THE NECESSARY PLANS FOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES. 26. PIPE SPECIFICATIONS ARE BASED UPON DESIGN CONDITIONS FOR COMPLETED PROJECT. DURING CONSTRUCTION PERIOD, CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ALL SURFACE INSTALLATIONS, INCLUDING BUT NOT LIMITED TO CONFORMANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS FOR CONSTRUCTION LOADING ON PIPES. SANITARY SEWER PLAN NOTES 1. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 2. LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION UPON AUTHORIZATION OF CITY. CONTRACTOR SHALL NOTIFY ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED. 3. CONTRACTOR SHALL OBTAIN ALL NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 4. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PIPE INSTALLATION, TRENCH EXCAVATION, BACKFlLL AND PAVEMENT RESTORATION. 5, ALL MANHOLES IN PUBUC RIGHT-OF-WAY O2 EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE, IN ACCORDANCE WITH CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1. 6. SANITARY SEWER PIPE SHALL BE SDR 21 OR SDR 35, WITH APPROVED RUBBER GASKET JOINTS AND CONNECTIONS TO MANHOLES SHALL BE BY CL 150 AC COUPLING WITH RING TITE BY IPS TRANSITION GASKETS FOR SDR 21 PIPE AND AC OR GPK MANHOLE ADAPTOR FOR SDR 35 PIPE. SDR 21 PIPE SHALL BE USED WHERE PIPE COVER EXCEEDS 18 INCHES (18-), AND SDR 35 PIPE SHALL BE USED WHERE PIPE COVER EXCEEDS THREE FEET (3'). WHERE SPECIFIED ON PLANS, PIPE SHALL BE DUCTILE IRON PIPE, CLASS 52, CEMENT MORTAR LINED, WITH MECHANICAL JOINTS. 7. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT AGAINST EROSION DURING CONSTRUCTION. 8. TRENCH SPOILS SHALL BE REMOVED AND DISPOSED OF AT AN APPROVED WASTE SITE. SHEET 4 1 EROSION/SEDIMENTATION CONTROL NOTES 1. DURING CONSTRUCTION, CONTRACTOR SHALL BE REWIRED TO CONTROL STORM WATER RUNOFF BY USING TEMPORARY EROSION/SILTATION CONTROL PROCEDURES. NO SEDIMENT -LADEN STORM WATER SHALL BE ALLOWED TO DISCHARGE INTO KING COUNTY'S STORM DRAINAGE SYSTEM OR ONTO ADJACENT PROPERTIES. 2. DURING CONSTRUCTION, ALL STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM SANITARY SEWER CONSTRUCTION. CONSTRUCTION SEQUENCE NOTES 1. PRIOR TO CONSTRUCTION ATTEND A PROCONSTRUCTION MEETING. 2. REFER TO THE EROSION/SEDIMENTATION CONTROL NOTES, THIS SHEET. 3. PRIOR TO SANITARY SEWER CONSTRUCTION PLACE PERIMETER DITCHES & FILTER FABRIC ALONG SE 304TH STREET AS REWIRED BY THE CITY OFFICIAL. 4. INSTALL SEWER MAIN BETWEEN EXISTING SSMH & MH #11. 5. INSTALL MH #11. 6. INSTALL FILTER FENCE NEAR MH #11. 7. INSTALL BALANCE OF SANITARY SEWER FACILITIES. EXPOSED GROUND BETWEEN MH #11 & MH #10 SHALL BE COVERED WITH STRAW MULCH, NOTE - YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). NOTE - THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF THIS DATE: 22 AUGUST 1994. INFORMATION OBTAINED BY TRIAD ASSOCIATES AS OF THIS DATE INCLUDE RIM AND INVERT ELEVATIONS OF SANITARY SEWER, LOCATION QF WATER VALVE AND HYDRANT LOCATIONS. ALL ITEMS MARKED BY A &j REFLECT FIELD INFORMATION PROVIDED BY THE CONTRACTOR. SHEET 5 1 I LU ui I� N -- r BENCHMARK AND DATUM BASK OF BEARINGS: K.C.A.S. DATUM: CITY OF AUBURN (U.S.C. & G3.) BENCHMARK: /68 (CITY OF AUBURN) RR SPIKE IN POWER POLE i29 SOUTH SIDE 312TH AND 5 POLES WEST OF -SUB -STATION. ELEV. - 350.80 05C (CITY OF AUBURN) TOP OF MON ON SE 312TH ST BETWEEN 4TH & 5TH POWER POLE EAST OF 312TH AVE SE. ELEV. - 354.18 (RECORD) ELEV. - 354.64 (MEASURED) TBM /1: NORTH RIM OF MON CASE AT INTXN SE 3041H ST & 112TH AVE SE. ELEV. - 409.03 TOM /2: SW FLANGE BOLT ON FIRE HYDRANT 0696, APPROXIMATELY 90' EAST OF EAST FACE OF HOUSE #11412. ON NORTH SIDE OF SE 304TH ST. ELEV. - 436.82 1 I SCALE 1" =100' LEGEND PROPOSED SANITARY SEWER AND WATER SEWER MAIN SEWER MANHOLE ---------SEWER FORCE MAIN • CLEANOUT SEWER SERVICE ■ CATCH BASIN, TYPE I -WATER MAIN QI CATCH BASIN, TYPE II -- BOUNDARY OF -SINGLE WATER METER W/ 3/4" SERVICE LOT LINE DOUBLE WATER METER W/ i" SERVICE RIGHT-OF-WAY FIRE HYDRANT GUTTER, FLOW, & CURB LINE AIR/VAC RELEASE VALVE CENTER LINE BLOW OFF - --EASEMENT H GATE VALVE --- BUILDING SETBACK LINE (BSBL)FIA TEE STORM DRAIN PIPE y--1 BEND -----------------ROOF & FOOTING DRAIN ► REDUCER 10' CONTOURS CONCRETE BLOCKING -2' CONTOURS ® r� MONUMENTS INDEX 1 COVER SHEET & NOTES 2-5 SANITARY SEWER PLAN & PROFILES �2 p4.P i i � r Q P¢71 J SE 304TM ST 3p2 p *SwSITE GREEN Nj SE 310TH ST RIVER SE 312TH ST VICINITY MAP NOT TO SCALE OWNER/DEVELOPER HENDERSON HOMES, INC. 2223 112TH AVENUE NE BELLEVUE, WA 98005 CONTACT: RICHARD SHAFFER 206-453-0496 APPLICANT HENDERSON HOMES, INC. 2223 112TH AVENUE NE BELLEVUE, WA 98005 CONTACT: RICHARD SHAFFER 206-453-0496 ENGINEER/SURVEYOR m t� v PC ro << n p ` 4 C C N E °° oy•a� � ` rn�u•iE E g U W N O S V J J W < N 0 v 0 � rn 3 0 Y Y u TRIAD ASSOCIATES ro 11415 NE 128TH STREET KIRKLAND, WA 98034 CONTACT: LARRY CALVIN �IIII 206-821-8448 •''lll�� a WATER z O CITY OF AUBURN PUBLIC WORKS DEPARTMENT 25 WEST MAIN STREET 0 AUBURN, WA 98001-4998 z CONTACT: OZZIE CARRASOUILLIA _ 206-931-3010 W a SEWER CITY OF AUBURN Z PUBLIC WORKS DEPARTMENT 25 WEST MAIN STREET Q AUBURN, WA 98001-4998 J CONTACT: OZZIE CARRASOUILLIA d 206-931-3010 '^ V/ W GAS Ly T 2 WASHINGTON NATURAL GAS 805 156TH AVENUE NE m BELLEVUE, WA 98007 CONTACT: JACK JOHANSEN } 206-287-3981 Q ~ O POWER z M PUGET SOUND POWER AND LIGHT COMPANY < z 402 16TH STREET NE STE 108 () cc AUBURN, WA 98002 CONTACT: HIBBARD HOWE • m 206-939-4343 W D a TELEPHONE ��//��• V♦ LL US WEST 0 300 SW 7TH RENTON, WA 98055 } CONTACT: FRED PIPE 206-235-3608 U CABLE T.V. & VIACOM 2316 SOUTH STATE STREET TACOMA. WA 98405 w CONTACT: BILL MARSH s E 206-597-7800 x7213 Y < 3 THESE PLANS ARE APPROVEDE O FOR CONFORMANCE WITH THE05 CITY OF AUBURN ENGINEERINGDIVISION'S REQUIREMENTS FAC NO. 0004-93/\�DATE:AV-BUILT APPROVED JOB MBER 90-032 �i4➢ 1308 2� a 32 I' u I J SL 1 0 ' RIM INV EL 202.21-12"PVC SEI CONNECT TO EX., M PC F PI SAWCUT EXIST, P VEMENI AS NECESSARY F SANITARY] SEWER INSTALLATI REPLACE PER KING COUNT kQAD STANDARDS, SE ON' &03. / ' 1 h. )a i'1 't °y Y / I l � n ry^ 24( '�►>nr�' ` 23( F1w1m 221 21( 20( SHEET 2 OF 5 �• y CONSTRUCTION SEQUENCE �P J ✓ 1. INSTALL SEWER MAIN BETWEEN EXISTING SSMH 2. INSTALL MH /11. B MH #11. 2' 3. INSTALL FILTER FENCE NEAR MH 911. /r. 4. INSTALL BALANCE OF SANITARY SEWER FACILITIES. EXPOSED GROUND BETWEEN MH /11 h MH N10 SHALL BE COVERED WITH W CAE / STRAW MULCH. o� SCALE 1" = 20' ' DATUM: CITY OF AUBURN (U.S.C. 4 G.S.) / Cv_ Q-Y ® BENCHMARK: /68 (CITY OF AUBURN) RR SPIKE IN REM VE EXIST. FENCE 29' >r POWER POLE 029 SOUTH SIDE 312TH AS ECESSAR`( TO INST LL-6" PVC SDR 35 p AND 5 POLES WESTIOF SUB —STATION. SANI; ARY SE R MAIN. 5 0.0200 CAP AT IC 1 ELEV. = 350.80 Q 6 IE 21&9 }1 1 y 10+ 0 + 11 00_ _ 1 1 SECTION LINE,1 1'1, 1+ 20 F 4 PP1 \ �•- y .NC W/ A S FOR i i 1 W,V - I R 35 ,rS.E. . 304th STREET 1 I 4 � i T id(/ STUB PVC SDR 35 'n STUB 5-0.0067 XIST. FH TO BE CAP AT e rgESET TO 5' 8' IE 20a.10 ORTH OF PL TBM j4 ELEV 223.53 11 SET "X' NORTH TOP 1A 9n AA PT FLANGE BOLT FENCE LINE BASIS OF STATIONING SECTION CORNER-30+00 REMOVE EXISTING FENCE �. AS NECESSARY TO INSTALL SANITARY SEWER MAIN. SHEET 3 It ® p. 2 -e" P!34 35 5-0.0200AT Q 24 WATER CROSS G SHEET 4 SHEET 5 OI 1 I I W I � •. s is �� -- �c-- I Ilk It 1, tea--- ~al + -- -- n w V) w 2 w U) Z w J N U H Q ®" 2S 4�A � b 6 EYE k �F� 0-I_n., -.. CONSTRUCT 15 AVEL ACCESS TO MH '�6 PVC 35 4 S-0,0200 CAP QT U I A x 1113+00 W P , I 1 _ E c c < m n AD L D 9 i o a� m vc = y. WM 0 5 c c> 0_U0J W Y !� -LANDSCAPE PLANTER TO I ro RE RELO�ATEO TO aD PRIVATE PROPERTY. /".7 �' EXIST GRAVEL WATER METER I ROAD , TO BE RELOCATEC� MH A 1010 � 9 de' PVC SDR 35 STUB TO PROPERTY r 13+10 20 57. RT'�. / y S='0067 CAP AT F UNE e" I 253.26 t ; c AS-BU c 0 Y Y u Y N m il IIII III 300 a tl z O H a z_ 290 W Q W 3 Z M p111) + + Q i� J M a CIO cr HW w 280 V)N w j w Zw fn J N 2 } cc O Z � a z V) - 270 j m W M V♦ LL O } H U 260 's W 0 W Y H w U W p U o � a THESE PLANS ARE APPROVED] FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS AC NO. OG04-93 SHEET 5 OF DATE: JOB NUMBER LT APPROVED: 92-032 9-* y Lao Is z( of 31 LLJ W ~ P� (n I S 1/4 SEC 5-21 V) FIND CASED CONC w BRASS DISC (1' LLI Z C ACTOR TO C( Lf) J TRIA ASSOCIATES S I TO CONSTRUCTION U MAKE P VISIONS I F_ MONUME. REPLAC Q CONC MH / 9A PPw C ® CL DITCH C 20• �I R -ey-6" PVC SD 35 EXISTING S-00200 CAP AT EGRAVEI RD. CAUTION: / Y 1 400" IE, 286H)i• D-7 sEcnaN uNe EX. WATER LINE '1 .. 15+OOC —O 18+00 WM .. ..I i.. P &GU Pw) ... ... .. ... - .. ... .... '. ':.'.' �.. ..... Y FH GP¢ R/W TOP 6" WATER 10-! { MAIN 296.78 PLUG PP TO BE JTBM N3 ELEV 29062 _ 8' IE 1'' I RELOCATED SET "X' NORTHTOP CAUTION: - 8Y POWER FLANGE BOLT WELL VISE COMPANY WATER CROSSING 310 300 O 1n v N = v' 290 �w wz_ NJ a 280 270 r" SWEET 2 dill SNEET 4 ® CAP END 8" IE 12.00 / ' SHEET 3 OF 5 0 r GUY /. SCALE 1" 20' = CID " ^`04 / 0 DATUM: CITY OF AUBURN (U.S.C. k G.S.) It ^ •�. / ,. .^ ,/'" .,r ® BENCHMARK: #68 (CITY OF AUBURN) RR SPI E IN F_ F- /i '. N POWER POLE M29 SOUTH SIDE 312TH � W ...✓ ` ADDEO 1-44, D-8 AND 5 POLES WEST OF SUB-S ON. V) W S 7 E P NT ELEV. An 350.80 i W IN "r•••, rY" "& REPLACE PE G (.)WNNTY Z ' % •• z >" N � a a og l w g� o In \8 2 $ECTI 8.03, RO 9 r' ...�'' z CONC CULv OR y.... /„ ' / / - 1 3 = W ®�� tied' o " PV DR 35 y-6" PVC SDR 35 �o+�tid C CULV o E ? r' 5=0.0 CAP AT < n e R W 4 5-0.0200 CAP A, ® N SAWCUT S.E. 304th STREET m & REPLACE PERKINGCOUNTY ♦$'y a 2D ROAD STANDARDS, SECTON 8.03. i, -- = RESTORE r AVEMENT Ic r i r £X GAS LIN. ,,./ rr �,:.. �. E J. WATER —i.- _mac. L, x 1- r .i--�'`y1AIN � r r ii ,,". I r / ..,.•'"" ... ' �' rr / 'J ' .... ^r" ,,/ ;7 / ^ rf' ,,... , 1',, //r' ..,� /, � ., a`� rn o co .,.BE'CnORYiINE_ P r^ ^ r' / r rT., i, �' •i^ %" 1,0" 3 ../'�_ �.,C O� C O O N wo �... . \ lC VI .N_. v,r•^'� sc , i rJ so , so so �1� so —sIDsD —�, m so o => c c > NEW � AD L. ® r r / PPw UC W !C, SN'040AA."r M _ R/W CB SAWCUT EXIST. PAVEMENT - w %iND /^ N REPLACE PER KING COUNTY I SDMH + RIM EL 330.53 ROAD STANDARDS, SECTION 8.03. ADDED L-13, D-7 4' ^ INV EL 327.93-18" CMP ® SOUTH LINE g RIM EL 31.37 INV EL 31417-18" CMP IN E N W SEC 5-21- 313.47-18' CMP OUTS ' ADDED L=20, D-9 ® o 311.67-BOTTOMMINr m a 3 > 18" CMP OUTFALL o 64 23.94 RT. INV EL 313.15 r8 Y Y BASIS OF STATIONING u SECTION CORNER-30+00 w_ 4' h f z 0 0 340 z FE W 3 z W J 330 x U) W T O W 2 O + N d � 320 w N a M Z Z w (n oc x cwn an 0 W an a a LL 0 310 U � w 's < V 300 W z v < w r o THESE PLANS ARE APPROVED a o U < FOR CONFORMANCE WITH THE o 0. CITY OF AUBURN ENGINEERING SHEET DIVISION'S REOUIREMENTS C - - - - - 00 FAD N0. 0004-93 3 OF 5 AS -BUILT DALE. APPROVED, JOB NUMBER � 92-032 y 91 D I3°E 2z eF 38 SHEET 4 SHEET 5 370 360 0 0 O M N L W F N N 350 W Wz N J L) Q 340 330 20 �aW SHEE T 2 SHEET 3 SECTION CORNER-30+00 _ l - MUST CALL 1 800-424-5555 NOT LESS THAry ae HOURS BEFORE Y BEGINNING EXCAVATION WHERE AN UNDERGROUND UTILITIES MAY E LOCATED. V' 'n 1/400 AI U E TO DO SOTCOULD MEAN BARING SUBSTANTIAL REPAIR C STS (UP - O THREE TIMES THE GIOSi OF REPAIR TO THE SERWCE). i GNAT• � l`a ^1 � ' � / / S5 � � � R 0'1 50 5-p noiE: THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY M;;m 4/"7Qy REFLECT EXISTING FIELD CONDITIONS AS OF THIS DATE: 22 AUGUST 1994, / ' /PIO 3p0' INFORMATION OBTAINED BY TRIAD ASSOCIATES AS OF THIS DATE INCLUDE -- -' ---- AI AND INVERT ELEVATIONS OF SANITARY SEWER, LOCATION pF WATER i- 0 VALVE AND HYDRANT LOCATIONS.ALL ITEMS MARKED BY A 6',1 REFLECT SER��NP- WN FIELD INFORMATION PROVIDED BYYTHE CONTRACTOR. �' / g 360 oisN -� - - -- ,EXI TIN(, STORM 26+ 5.86, 16.62LT380 JAIN 0 0 26 ��'� '� fw 13.44, 15.67LT IE 36 .58-18" CMP E_ i OUT w 2' / / -�/--� 25+4 .47. 18.34RT 35 IE 384.5 3840 5 8 iw _ , 1 .25LT IE 359.8 �fX- S.3x -- -- �- -- - - - 350 -- / MHI H 'JMs* M .60 RIM S�p� D • 49��::4 NO PROFILE OF TER MAIN SHO IS ,y(gM4} /' / •P`1G IE 3 7.5 p}'ID III IE 55.90 IN-E) APPROXIMATE OF COVER- AND IS BASED 42" � 1 nee .E(NI-E) - _ .._ -1 rPVC PVC 8" IE 378,19 (IN-N) 112" CON city IE IE 382.5 a 24+8718 +67 1544LT j 28+04.3 , 16.44LT IE 399.1 CUL . 23+84.6 + •347.4 15.28LT -- LT �_ --- -- 340 E2"C05C. 3 24+35.61. 16.1; IE 1 23+59.24, 105L7 D061 MP IE,E 348 360 — ---- -- 23+56,39, 19.2 RT CA E: 1"= 20: HORIZ. 1 12' CONIC.CULV. 4.5 IE } 1 - IN—, 1 — I 23+ 9,46, 15.64LT j pp�1 r1 O !� r1 OOP �pp N 1� N W Y •' �O N ♦ YW1 TWO � �Wpp rirpp h h „1 ~ NI M rW'1 r9 M �n'f ✓nf M M M 1-00 20+40 20+80 21+20 21+60 22+00 22+ 40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 AS -BUILT 0i_ N. U) T 0 b3� A s� o 19 J3 b W$ b d F c x x W / aci rno c c m �< n c f-- c a -50 o cal 4.-.. N a u o c m r UWND ec. O O N a'_avr 0 5: o o c' W a I ry W 0 n 0 � m 3 0 c 0 Y Y u 0 N N I��I10 400 Z 0 0 Z W 3 Lu 390 Q J a U) ac o W 3 +ul LJ I = 04 380 co a F- ~LUJ >_ Ix to UJ �1 Q 1n O W zW Z M = U) Q `' Z H- a ' Wca 370 .. a cn LL 0 _H U 360 c W G5 a z 0 W W V THESE PLANS ARE APPROVED FOR CONFORMANCE WTH THE = < CITYOF AUBURN ENGINEERING DIVISION'S REQUIREMENTSHEET FAC NO. 0004-93DATE: rjJ0B OFAPPROVED: NUMBER-032 e �14D (308 2'b of 34 O u l ') N � H- a w Ln x �w W Z W -1 0 x SCALE 1" = 20' JVC P AT Q F- DATUM: CITY OF AUBURN (U.S.C. k G.S.) Q BENCHMARK: #68 (CITY OF AUBURN) RR SPIKE IN 8' POWER POLE 029 SOUTH SIDE 312TH AND 5 POLES WEST OF SUB -STATION. CUL ELEV. = 350.80 FH ® AV-6- PVC SDR 35 C e S 0.0200 CAP AT e 77 26+00 + 2`7+00 VC SOP 35 1 O C DITCH SAW CUT AND REPLACE EXIST. PAVEMENT PER K.C. REOUIREMENTS 420-- YOU MUST CALL 1- 424-5555 NOT LESS THAN48 HOURS BEFORE BEGINNING EXCAVA ON WHERE AN UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN B AIRING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIR TO THE SERIA E). !� � hIESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF THIS DATE: 22 AUGUST 1994. INFORMATION OBTAINED BY TRIAD ASSOCIATES AS OF THIS DATE INCLUDE RIM AND INVERT ELEVATIONS OF SANITARY SEWER, LOCATION WATER VALVE AND HYDRANT LOCATIONS. ALL ITEMS MARKED BY A REFLECT ---- FIELD INFORMATION PROVIDED BY THE CONTRACTOR. - O Lo Lo 400 N i SHEET 2 SHEET 3 At o, — SE'I 304 8T. P O L Z T 3 ON GND AS -BUILT CENTERLINE SHEET 4 6 SHEET 5 OF 5 _ "-EDGE OF I PAVEMENT RrI S.E. 304th STREET 5-21-5 - F- LLJ EXISTING -� IE W _ 3. - WA3E!_- Z W J W S►0 35 x N i 3y7•_1IS P Y. a390 , - �...----- G- _ - ._. IE 399.1 .3+3fi -._ l- 0 Yam. ot pV0 1C� �10 NOTE: PROFILEWATER MA SHOWN IS APPRO (MAA TE AND ISE ASED ON 42" OF R UNLESS SHOWN OTHERWISE. 380 - - - - MH 04 IM •A1 N GRADE 393.22 PVC 10 IE 385.66 (IN-E) PVC 10 IE 385.56 (OUT-W) I I i 370 m n m m a n n � m m nn tl r M M rm1 rQl M M M � M •P'L Y Y Y S S 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 15.90L IE=406.97-12"CP IE=406.25-12"CP(N) IE=405.91-18"CP(W) 18"CP IE=404.51 8" WAWA1 CONTRACTOR TO PROTECT AGAINST DISTURBANCE. _ CONTACT TRIAD ASSOCIATES IF MONUMENT IS DISTURBED. +80.08. 18, o TR CAUTION: EX. GAS LINE �Y. -12" CONIC CULV 12"CP EX` 16 WATERLINES- 4 i 31+00 m 29+97, 10' RT. PROVIDE KNOCKOUTS TO NORTH h EAST FOR FUTURE CONNECTIONS -12" CONIC CULV 12"CP EX` 16 WATERLINES- 4 i 31+00 m 29+97, 10' RT. PROVIDE KNOCKOUTS TO NORTH h EAST FOR FUTURE CONNECTIONS l 1 - _ n 420 - — 410 I�� E , t6• W RUNE J 400 406.25-1 75. ---�- - - 1390 40 fe N PVC 8 IE 39B.76 (IN-N I ' PVC 10' IE 39&76 (OL1T- TS TO NORTH D EAST FOR FUTURE CONNECTIONS PROVIDE K CA E: 1 " 20' H RI Z. 1 " 5' V RT. 380 V) "12 ° ill0 � �aa Z '- - 'w TT x c x — C C .c 0 f n O (JWN= O p N 0 C a L g c m m I N m g M 0 0 � rn a 3 0 c 0 Y v �I� II11 N I�IIIil s Z O a Z_ F_ _ W W 3 Ix Q J a W W } fx Q Z M Z cc W a LL O K W ('J ` �< 370 THESE PLANS ARE APPROVED } FOR CONFORMANCE PATH THE Z ZZ w V m CITY OF AUBURN ENGINEERING m 3 U w '^ DIVISION'S REQUIREMENTS o < o Q o a FAC NO. 0004-93 DATE: SHEET APPROVED: OF AS -BUILT 92-032 94D 1308 7_+ of 39 ENGINEER'S LEGAL DESCRIPTION I! I I I fI I PH --I r 69 S T 4 L II I 7I I I III I I RACT I SIE T3 IOU . I W ' i u cli ,I W E T L A } I I \ I i I I _ i I EET 2 W E 1 A PHASE III I/ (FUTURE DEVELOPMENT) �J I F. D_ KUHUSKI EXISTING H C)I IGF KEY MAP SE 304TH STREET E. A THOY4.9 Z W a rej F I K SCHERTI.NG Z ui Z WIQ 2 H R. L. LCIDVIKSE.V I I I I BTRS fH4/`IV 1 PARCEL W (A-1) LOT 3 OF KING COUNTY SHORT PLAT N0. 579108, AS RECORDED UNDER RECORDING NO. 8004220691, RECORDS OF KING COUNTY, WASHINGTON. AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES DELINEATED AS TRACTS 'X' AND 'Y' ON SAID SHORT PLAT; EXCEPT THAT PORTION THEREOF MTHIN PARCEL A. PARCEL 'C' THE SOUTH QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST; W.M., IN KING COUNTY, WASHINGTON; EXCEPT ROADS. PARCEL 'D' THE NORTH TWO-THMS OF THE SOUTH THREE -FOURTHS OF THE NORTHWEST QUARTER OF THE SOUTHEAST OUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT COUNTY ROAD; AND EXCEPT THE EAST 264 FEET OF THE NORTH 165 FEET THEREOF. PARCEL 'E' THE EAST 264 FEET OF THE NORTH 165 FEET OF THE NORTH TWO-THIRDS OF THE SOUTH THREE -FOURTHS OF THE NORTHWEST OUARTER OF THE SOUTHEAST OUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON: TOGETHER WITH AND SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS ANb UTUTIES OVER AND UNDER THE SOUTH TEN FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; AND TOGETHER WITH AND SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES OVER AND UNDER THE NORTH 10 FEET OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHWEST OUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 5. TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON: LESS COUNTY ROADS. PARCEL 'F' THE NORTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST WARIER OF THE SOUTHEAST QUARTER OF SECTION 5. TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M.; EXCEPT 112TH AVENUE SOUTHEAST. PARCEL -G- (G-1) THE NORTH HALF OF THE WEST HALF OF THE EAST HALF OF THE SOUTHEAST OUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON: AN EASEMENT FOR ROAD PURPOSES OVER AND ACROSS THE WEST 30 FEET OF THE SOUTH HALF OF THE WEST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST OUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL 'H' THE NORTH HALF OF THE EAST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 5. TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON: EXCEPT THE SOUTH 198 FEET THEREOF. PARCEL Y THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON; EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 439188; AND EXCEPT THE WEST $22 FEET THEREOF. ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON BENCHMARK AND DATUM BASIS OF BEARINGS: K.C.A.S. DATUM: CITY OF AUBURN (U.S.C. & G.S.) BENCHMARK: #58 (CITY OF AUBURN) RR SPIKE IN POWER POLE /29 SOUTH SIDE 312TH AND 5 POLES WEST OF SUB -STATION. ELEV. - 350.W /6C (CITY OF AUBURN) TOP OF MON ON SE 312TH ST BETWEEN 4TH & 5TH POWER POLE EAST OF 312TH AVE SE. ELEV. - 354.18 (RECORD) ELEV. - 354.64 (MEASURED) TBM /i: NORTH RIM OF MON CASE AT INTXN SE 304TH ST & 112TH AVE SE. ELEV. - 409.03 TBM N2: SW FLANGE BOLT ON FIRE HYDRANT /696. APPROXIMATELY 90' EAST OF EAST FACE OF HOUSE #11412. ON NORTH SIDE OF SE 304TH ST. ELEV. - 436.82 LEGEND PROPOSED SANITARY SEWER AND WATER SEWER MAIN 0 SEWER MANHOLE -------SEWER FORCE MAIN • CLEANOUT SEWER SERVICE in CATCH BASIN, TYPE I — — — —WATER MAIN EMT,, CATCH BASIN, TYPE II BOUNDARY ff-- SINGLE WATER METER W/ 3/4" SERVICE LOT LINE V DOUBLE WATER METER'W/ 1" SERVICE RIGHT-OF-WAY R FIRE HYDRANT GUTTER, FLOW. & CURB LINE AIR/VAC RELEASE VALVE CENTER LINE BLOW OFF EASEMENT R GATE VALVE -BUILDING SETBACK LINE (BSBQFIH TEE -- - STORM DRAIN PIPE y"1 BEND - --ROOF & FOOTING DRAIN ► REDUCER ---- 10' CONTOURS CONCRETE BLOCKING 2' CONTOURS INDEX a < a a i F o a ry SE 304TH ST SITE a r SE 310TH ST N 18 SE 312TH ST e� i /tq y2�5 VICINITY MAP SCALE. 1" = 2200' OWNER/DEVELOPER HENDERSON HOMES, INC. 2223 112TH AVENUE NE BELLEVUE, WA 98005 CONTACT: RICHARD SHAFFER 206-453-0496 APPLICANT HENDERSON HOMES, INC. 2223 112TH AVENUE NE BELLEVUE. WA 98005 CONTACT: RICHARD SHAFFER 206-453-0496 ENGINEER/SURVEYOR TRIAD ASSOCIATES 11415 HE 128TH STREET KIRKLAND, WA 98034 CONTACT: LARRY CALVIN 206-821-8448 WATER CITY OF AUBURN PUBUC WORKS DEPARTMENT 25 WEST MAIN STREET AUBURN, WA 98001-4998 CONTACT: OZZIE CARRASOUILUA 206-931-3010 SEWER CITY OF AUBURN PUBUC WORKS DEPARTMENT 25 WEST MAIN STREET AUBURN, WA 98001-4998 CONTACT: OZZIE CARRASOUILLIA 206-931-3010 GAS WASHINGTON NATURAL GAS $05 156TH AVENUE HE BELLEVUE, WA 98007 CONTACT: JACK JOHANSEN 206-287-3981 POWER PUGET SOUND POWER AND UGHT COMPANY 402 16TH STREET NE STE 108 AUBURN, WA 98002 CONTACT: HIBBARD HOWE 206-939-4343 TELEPHONE US WEST 300 SW 7TH RENTON, WA 98055 CONTACT: FRED PIPE 206-235-3608 CABLE TELEVISION VIACOM 2318 SOUTH STATE STREET TACOMA, WA 98405 CONTACT: BILL MARSH 206-597-7800 .7213 1 COVER SHEET & NOTES 2-13 SANITARY SEWER & WATER PLAN/PROFILES 14 SANITARY SEWER & WATER NOTES NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO NOTE. THREE TIMES THE COST OF REPAIRS TO THE SERVICE). THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF THIS DATE: 22 AUGUST 1994, INFORMATION OBTAINED BY TRIAD ASSOCIATES AS OF THIS DATE INCLUDE RIM AND INVERT ELEVATIONS OF SANITARY SEWER, LOCATION QF WATER THESE PLANS ARE APPROVED VALVE AND HYDRANT LOCATIONS. ALL ITEMS MARKED BY A �1 REFLECT FOR CONFORMANCE WITH THE FIELD INFORMATION PROVIDED BY THE CONTRACTOR. CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS FAC NO. 0023-93 AS -BUILT °PROVED: z QQQQQQ oT0�3 \ T ivy y,l 0 �t x 1. E c < M o c > ° c v E e u w c ar o - v v.- o'-> C c > 0 o c m 0_UJJw v I N m o N c n 0 � rn 3 d 0 Y v v m w z P Z O LL Z LL Z _ J Q a J � W W 3z 08p m W W } Z Q � m I— Z Q �V o H U n � a w W i V Z Z 7 U w < SHEET 1 OF14 JOB NUMBER 90-032 94 D13eS 25 of 32 II 04 U E C cyw_ n a m ua a °° .E g U W = O v _ V V I O j C C 1 a. U J J W f m g 3 C C O Y Y Y in m N W_ h ' f O L Z LL = Q IA a J Lu W H Q Z oiJ O L W W N Z 2 } cc cc m Q � m 2 Q CO) O V } U W d 3 a Z W Z W U � Z U w � SHEET 2_ JOB NUMBER 90-032 194 D 1 10 ¢ Z4 of 32 430 i Bog 11 THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF THIS DATE: 22 AUGUST 1994. INFORMATION OBTAINED BY TRIAD ASSOCIATES AS OF THIS DATE INCLUDE RIM AND INVERT ELEVATIONS OF SANITARY SEWER, LOCATION WATER VALVE AND HYDRANT LOCATIONS. ALL ITEMS MARKED BY A M REFLECT i FIELD INFORMATION PROVIDED BY THE CONTRACTOR. C*4 420 W W O 410 1 400 6+00 --- --- ---- --- i MIN. ---- A AN --�--- —'-- WATE • Q --�-- --- S/f iS2 N C 15" TORM /£ 415141 6+40 202' - 8• P* 50R 35 6+80 7+20 7+60 IST 1 0 FIN L GRADE 40. B• IE 4O'lL 2 (OUT-S) 8+00 20' ® - 00577NG PR LE O STREET g IL STORM - --- if 018.86 .. EXI�NC 12 ' M'A 9+20 9+60 10+00 SCALE I• - 20' I 20 T ti W Z < H Ul Z W Z J w0 Z <<<<Q 3j a •a' y < J Z H� 1 M pE < N LL _m.f C CT m♦ E TC<C< A 1.' W a N S o a ouuac °o ._..._.,�. _..�.._ } 4 llV V! J N V W V 0 N A OCC VCC O i. + tl.0 OJ W f clq I 2 O J 3 0 s 4 Y 0 N L I N oil a z 4J0 C LL Z ZL _ a = 430 � J 3 W 3 — — — — — ------oa — -- .. ._......_...._ SRAVM GRAIN — 4u N W w / R L- --- -- -- --- --- STORM 's/G- (n N } Z —� INNS Z m Q INSTALL FROND£ 12 ST EW 12- DI AS 1' MIN. CLEARANCE DEFLECT 4' MAX REQUIRED TO BELOW PER JOMT. 10+40 IIE CAL : 1 "= 0' HO IZ. 1 "= 5' VE T. 10+80 11 +20 AS-B .Q T N 410 Z Q LL z U o } K400<12+00<fJO w 11+6O THESE PLANS ARE APPROVED0.FOR CONFORMANCE W11H 1HECITY OF AUBURN ENGINEERINGDIVISION'S REQUIREMENTSFAC N0. 002T-9JUILT DATE. R APPROVED: 2 f Q 412 94 D Iloa zi of 32 W, 430 400 12+40 12+80 - 430 EXISTING PROFILE O STREET C I2" EXISTNG WATER ---- -i--- - — - - 420 I I � I I b 35 423.91 JUST TO FINAL GRADE �,I'-ifB.'& 6660ij- pOWDE KNOCKOUT TO NOPIN IC a• IE 4faso (NIT-W) C s' IE 4ta7v (our-s) 13+20 13+60 WlSsA] rHoi 400 was >I/"/ I - NOTE' THESE PLANS ARE AS —BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF THIS DATE: 22 AUGUST 1994, INFORMATION OBTAINED BY TRIAD ASSOCIATES AS OF THIS DATE INCLUDE RIM AND INVERT ELEVATIONS OF SANITARY SEWER. LOCATION PF WATER VALVE AND HYDRANT LOCATIONS. ALL ITEMS MARKED BY A ! REFLECT FIELD INFORMATION PROVIDED BY THE CONTRACTOR. I � > < a a�a 0o z 4444444 w 00 a3�4 i Z Z 450N R <O Z g '1 Z w CJ Z Z x cc °° oy Yac Eo GI 7 c 0 N 0 O y C C 5; Q c d c U J J W < Y m I O v Y n 0 � rn < 3 c c a Y Y Y VI G ' N W Z Y Z `0` 1� L Z J � a a J 3 SCALE I' = 20' THESE PLANS ARE APPROVED SCALE: 1 "= 20' HORIZ. FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING 1 "= 5' VER T. DIVISION'S REQUIREMENTS FAC NO. 0023-93 AS -BUILT APPROVED: ui w H m Q 3 Z �0 L W W ch Z Z a M m H Z � � Q rA LL O U } U <'� JNUMBER I J 94 D 1562 24' of 38 y � � STORM CROSSING (VA\I l rl / ✓ �� v �I 12 SD /E 415. I A2O f,- 8-MH • ((� / �� // // / J4 7+7+79.87, JO' LT � ��/-V� �/ I // ��fFF� � IE=430.e0 v � v 74 1� c AFIRE d4$T18 s K /J TRACT J - V r r n 7J5-0284 AyDNMb 1E S� M CROSSI H RS• r /.r..i. . �\ TRACT l \ \ \ \ \ PR/qP TO AKINO C OM. •�' •`�•r/ \ \ / / \. •�� _ �r�—5..._...-.{ SCALE 1" = 20' 73 PASS UNDER P S?, ) / � STORM 1 41J5 `�, // \ I _2` 5+42 21.5' LT 1, !H)vRANr M I )� off. �,J.gy:'g•\'�\ •," ASjirRID OK K.I d i � 'Js +SG, �? / .....,,n....n-.-- / r•� '-8�7['4•MT N 0-12' \\�,\ \ \ \ r / w... _ r I C �I�� Y .1_ PVC SDR 35 •' vvv �' vv '� Mr 28 30 ST "WA q G�', \ \ C - / \ / 5� i I� 45• _ _ wA>E-R 4TE CONC BLOCKING r 1-I2". 8"N wiTH l WATER MAIN IG ME - - � i 11.25' ND NJ NC CA 7E VALVE . '\., _ �g� 9OE SEWER CTYPI �� 1 o £(FL)�� \ _ a 2-8-8" WE VALVES (FLxMJ) i 1-8" 'ADAPTOR (f1zMJ) Pt o__'s 70 CONQ'.' BLOCK/NO f ti f 1+91 21.5' RT ) o I\ 2 944' !I 4 M r� 4 V. + cj HYDRANT ASSY PER � `�.� �� I r �l COA STD OWO ® j L-41' •.` r w' D-lr t" TRACT l 1- Y. P \�� 2 ��410, -WATER SERVICE (TYP) COA SID �.., '• DNC i ►`� QO 1 ' Mh **44 F ti leg • 1_8" CAP Pw STA 2+00 Pw ELEV = 431.55 — 250. ' VC — 5Yy C '' EIIS77NG GROUND • Q O LOW POINT ELEV - 189/ Z — LOW pNT STA - 04 N.J — — — — — 430 PV1 srA - o+ 50.00' VC._..._.._ g e $ ...... .._._ + ? F 18" S71ORM CROSSING JE 426,00 ''. ...._..._.y.-... / ...-..._. ' / ' • O i ' /E STORM 23..00 1 WA / of D1< / S O1OO98 / 80' - 8" 1 IVC SOR J5 420 / ' WATER / ' MH U RIM 427.85 P 8- IE 419.15 -E) / 5' P 8- E 419.05 our -wry �� Ir 413T 9" VC 172" 410 „ - Rly+148B"4N. Plc. 8• r s2 lM-N PVC s• rt 42 Coui-s) 0+00 0+40 1+20 2+40 U i T F ifYJ rrwwn o a •- 58 o 44444 z Izi 0 b33M/ e M 1 24 ��SON f4+11, J2' IT t IN S+A. .:+ V, ra ifr[ N � t�5 b � z 1z' u a5 0 y6 c< UI o C 0 moo° Dag 0 T� 4 c> u a o I a ;_ate: o-> cc> f] U0 0 W w 57 m N\ u O v m p a Q \ O i rn A\ 3 0 N \A Y N - \ N m, 1 m N n e 5 �I ��v 0 LL z a LL -- J �I a � N a ' oc Lu MWIN 3Q GRADE, P 4 Z 1E 4. 2. 06 B-OI WA R_ O ---�—�-- .� 11"�C T-CROSSI / O — — -- " WA / 4 IE 4J3. W _ _ I' MIN. CLEARANCE C -.-. )- - _..- ...� - . _.. .. ... - _ --._. _..-_..—.. — .- _ .. -..._...-._ .- - -- 3 Wp�� . _. _.. �..-. -....- _ .-.- _...-...._.... .._ ._-..-..._ . .... .-..- -. ..�-.-. OPOSED $TOR ORA/N m 1E E PVC 8' IE 422fSB (N N • PVC 8" r 4221406 (OUT-Nj ang 4+80 5+20 THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF THIS DATE: 22 AUGUST 1994. INFORMATION OBTAINED BY TRIAD ASSOCIATES AS OF THIS DATE INCLUDE RIM AND INVERT ELEVATIONS OF SANITARY SEWER, LOCATION QF WATER VALVE AND HYDRANT LOCATIONS. ALL ITEMS MARKED BY A Qj REFLECT FIELD INFORMATION PROVIDED BY THE CONTRACTOR. SCALE: 1 "= 20' H ORI Z. 10 3+60 4+00 4+40 AS-1 5+60 } — J_ 2 N ♦ ♦ O } U W L7 6+00 z ZZ W U W K = < KKK E PLANS ARE APPROVED U O Q. CONFORMANCE WITH THE SHEET OF AUBURN ENGINEERING ION'S REQUIREMENTS 5 OF ■ 1 NO. 0023-93 JCIB NUMBER COVED: 90-032 94D 130s 29 or- 39 460 430 II tm U R NOTE THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY y a REFLECT EXISTING FIELD CONDITIONS AS OF THIS DATE: 22 AUGUST 1994. INFORMATION OBTAINED BY TRIAD ASSOCIATES AS OF THIS DATE INCLUDE RIM AND INVERT ELEVATIONS OF SANITARY SEWER. LOCATION j7F WATER „ .1 VALVE AND HYDRANT LOCATIONS. ALL ITEMS MARKED BY A J�, REFLECT FIELD INFORMATION PROVIDED BY THE CONTRACTOR. e LOW POINT EL£I n LOWI POINT STA PW STA - .__ PVI ELEV - 200. 00' 50.00 I N h � ^ _. 'il : a v _... - 0 __ - _. �F •. .�_.. ^ CA N/STING GROUN O Zcs a - - - - - - -- _ RN/ GRADE O C i _ I F / � - - �l WATER- /E STORM CROSSINC dl 42" MIN. FROM E: PVMT PIPE 8_T- 1E 435.4A._055/NCI.._... -__�--- ---- --- --- ------------ --- ----- - ---------------___- -- -- -- -- ---1 - MIN. CLE�IRANCE (TYP) 129'- 8" -vr ena ,_ S-0.0191 2"-8"PVC SOR 35 S-0 0213 CAP AT ENO MH /9 e- &- 2#,50 feU PVC 8- IE 429.16 (OUT- ' $-�P9-5rt{BlfF}�PYC 8' l£ 419J6 (OUT-S) 420 11 +20 11+60 W) 12+00 12+40 12+80 114' - 13+20 113TH PL SE 13+60 Im DVC 8� lE 42258 (IN-N d SE) ,VC 8 If 422.48 (OUT-W) 14+00 14+40 w H p 460 450 0 1- W W (A W V) 440 W Z J FU- Q O O 430 `O I 75 90 26A RA/-*-"-O& 4J9. IF 6=IE-4fS5e (rr} PVC 8-IE 425.08 (IN -SE) oe 025. 06 'BUF} PVC 8" IE 424.98 (GUT-NW)THESE SIDE SEVER S�O.OJOJ T1?IC.AL i H M44084=SCALE: PVC 81E 427.62(N-SE d SW) PVC 8" 1E 427.52 (00T-N 420 1"= 1 20' HORIZ.¢MH = 5' VERT.8" PLANS ARE APPROVEDFOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERINGDIVISION'S REOUIREMENTS Wnu 14+80 15+20 15+60 16+00 FAC NO. 0023-9J AS BUILT OA1E APPROVED: C14 D ISO% 50 of 3% 4201 _— l6+00 D" II a w a a a � z a bJJNpi� OD DSO N SE 304N 5 a < Q f Yy✓ < y- w Nz ^'BO w J Yj w z 0z z� w x < y a "c < n �C T= o = o c =m�scma m W�Z)c 0 0 �V_ '>tc> d U J 0 W SCALE 1" = 20' N m 0 ', P n 0 < 3 0 c 0 Y U U N L_ <0 �IIIIDI 2 tO Z 0 F- LL z z LL = a J � cl) Q L m w a 3 Z °6 0 u W W Z Z cc Z a a Q LL (j) U 0 } F- U F w � < a 4LE: 1 "= 20' HORIZ. Z 1 "= 5' VERT. _ W & < < 0 U 0 0. THESE PLANS ARE APPROVED FOR CONFORMANCE T1T THE SHEET 16+40 16+80 17+20 17+60 is+oo 1e++0 18+80 18+20 19+60 20+00 20+40 20+80 21+20 ASBUILT DIM OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS FAC NO. 0043-9J APPROVED: OF 14 JOB NUMBER 90-032 94 D 13.6 4 31 of 3,;! Ja m �PER \ \ D DWG ITL-f 14+97.14. J' LT (ING ;A 47 SCALE 1" = 20' 46 4%f LOW POIiT ELEV = 457 LOW P STA 15+ PN TA 15+25 Pl4 CV 451.50 1 0.00' YC — 45 $"IF4 L-102' D-75' TRACT K ` D 8' V TRACT G 41 42 43 I-1 x4 Rf ALC FL ® i-4" GATE VLV£ ( xA ,� .. 1-12' GATE VALVE (FLxM ® `Li-12" �1T ADAPTOR (FLxM✓) CONC BLOCK/NC I, 4J L D-12' c 1-225' BEND (M.)) / o +, cnur�' 40 Z — -- o 0 w b b MH 6 K 1T+T4.j,g,YE MH 4 o. 0+472 , .9 L 16+74.OJ, 21.56' RT AIR ACUUM RELEASE 50 N o VAL fR COA S m f\ N �• ORAINNC 16+69. 46 1.5' RT ;T AS REQUIRED 3-1 4 MVO FlRE lD 74D TF HYDRANT ASSY PER 49 CDA STD DETAIL WAFH-1 pG— HIGH ION INT STA = W STA = 17, P ELEV = 45 200.00' VC 35 �iL �P > iV+ 9 A 4 z ZL9 e wa< ?qa� �y� R 7 W U)Z JV• NWp N 45h 'x v ® 41 z z D/ WATER �"[_ , -I 37 y w 4 MH5 d c� Y + 4 L d O -2 < n NG) °, c rn c I \ c w O u w N D ° 1-45' BFND MJ 0 .5 C p S CONC BLOCKING d U J w f ENO M✓=O+Gt]"�(.TF '.00K/NG 36 O n 0 vsv m 3 0 \ Y u 34 W 31 II c 470 Z —.. O ALE: 1 '= 20' HORIZ ~ 1 '= 5' VERT. a LL J = � Lu a J � L 460 r 3 Z 2 cauj O U u U _ � O W t 450 CA '46_j } cc \� 4' D1 WATER ♦ Q L 440 k1 v } J6'-8" PVC r9 U MH 6 RLµ_ PVC772 (OU>w) < 3 18+80 19+20 ux Z cr THESE PLANS ARE APPROVED 0 in U a a FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING SHEET DIVISION'S REQUIREMENTS 8 OF 14 FAC NO. OO2J-9J AS -BUILT APPR D: JOB NUMBER $ 90-032 �m 94 y 1'S a 8 3 z aF 38 j jff �l V V yc 55yy ' O v"� g n ma e ? E10 DNG GROUND C FlNISH WADE O C m ..--- .. .... . - ..L. ---- ---- --- -1.00x - -- --.- ., 42" M FRPIPE O ------� _ T RM R SDI N PAVE NT l0 � 12 IE 450. -... WA _— ��--- 12"DI WA --�- -- --LLL - -_ ---- ---- ____ �� -- ----- ��-_ ��_� -�- IT MIN. CLEAR NCE ---- ---- -- -- ---� ---- WITALT- CAP Air END E 442. (OUT-S) (TYPICAL) NOTE, THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY ,( REFLECT EXISTING FIELD CONDITIONS AS OF THIS DATE: 22 AUGUST 1994. iC INFORMATION OBTAINED BY TRIAD ASSOCIATES AS OF THIS DATE INCLUDE RIM AND INVERT ELEVATIONS OF SANITARY SEWER, LOCATION WATER VALVE AND HYDRANT LOCATIONS. ALL ITEMS MARKED BY A REFLECT FIELD INFORMATION PROVIDED BY THE CONTRACTOR. ---- --- -- 13+20 13+60 14+00 14+40 14+80 15+20 15+ PVC 8- K 3 453.60 68-fNl� PVC 8" lE 43920 (IN-N) -9B-f9FFT3 PVC 8" IE 4J9 10 (OVT-SE) 114 H WAY S 1. 30 17+20 17+60 - 8" PVC PAC ! L 4J7,22 (MUE f A PVC E IE IJ7./2 OU T-SMj 18+40 q4 D 130 4 3s of 39 25 24 (SEE SHEET J) u 14 15 _ 16 41' AWN. P1Mr TD =L 0 STD DETAIL WAFH-1 ' BLOCKING 23 ® IN' .ae► 22 20 21 I w IER�SERVICE L-B0 L ® D-6' 6" IE 4di9- 6 SANITARY SEWER i L 20' N T>P / \ I H 77 Y b \ it HOUSE CARPORT/ 11 `Ii`6J \_.....DECK.. ...__, , li I ?y ER _ 1-12"x4" TEE FL \ \I 2-I2 GATE VALVES FLxMJ j 1-4 GATE GATE VALVE (FL4fJ) GONG BLOCKING 18 I SERVICE i '0 ER CROSSING 9+4B 21' RT BEND MJ /N ALL 2 .0. .1SSY PER COA OCK/NG SID DWC WASO� NU 5HU 1 11 _ Pw FrA - 7+25 PVI E.Ell - 444.40 — 10.00, VC �Z � o F E IS77NO GROUND • F 2 y 5 W h PV7 STA - 9+00 Pw ELEV - 4J9. 13 — 100. ' VC — -J 00.E I 17 91 GRADE O 6 \� --- ---- _--- - 72_D!wA_R--- ^� PVC 6- OF 4J472 (AV-N ! PVC 6- L 4X 62 (OUT -NO 6+40 6+80 7+20 7+60 8+00 8+40 PVC 6- 431.46 PVC 6- 43LJ6 8+80 `` 9+20 y=E, snTe I I� SCALE 1' 20'It ;I h �I TBM EL 4JE82 W I MH 17A SE JO�M 5 I + L PVC J3 _- TUS TO SOUTH U I 5 {{I 411111111. LIN&M simOO, visiOn �G$ iiiiiisi simims smOOpi II ---_--_ —�_—_----�TI�IZPlJfd1f1L____________ __ 3' 1 1 4" PVC (SCHEDULE 80) -L — _ _ _ _ — 10' (nP) _ _ — — _ _ — — — — _ — _ _ _ — _ CONNECT TO £X/ T. 16" — DI :NO ROAD IMPROVEMENTS 1 i WA MAIN 1-16 x12" TAPPING TEE 1- 12' TAPPING GA TE VALVE (FLXM✓) NOTE. j CONC BLOCKING I CONTRACTOR TO PROVIDE EXISTING HOUSE W/SAN/TARY SEWER GRINDER PUMP (HYDRO - a MA77C SPG 200 OR EQUAL) AND SHALL I REPAIR EXISTING PAVEAAENT CONNECT TO MH 17 W/ 1-1/4" PVC DISTURBED TO MAKE WATER "� CONNECDON PER KING ? (SCHEDULE 80). I COUNTY STANDARDS EXISTING HOUSE II vror 4 N P p�Cp I C N o �c g U W C v 0 o o v = o Z3 c c C L U W W f I 0 g. Y n m 3 c 0 Y II W z 7 z 0 LL a z LL � J = a a J 3 V. WASw ` ul (A THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY t� REFLECT EXISTING FIELD CONDITIONS AS OF THIS DATE: 22 AUGUST 1994. Q INFORMATION OBTAINED BY TRIAD ASSOCIATES AS OF THIS DATE INCLUDE RIM AND INVERT ELEVATIONS OF SANITARY SEWER, LOCATION a)F WATER 269 VALVE AND HYDRANT LOCATIONS. ALL ITEMS MARKED BY A Z REFLECT �p FIELD INFORMATION PROVIDED BY THE CONTRACTOR. HAL�W \oa y O O L O + 3 W h v' Z z } 40 r1l — -------------- ---- ----- ---- ---- ----- ---- ---------------zARAN y LL -----1 plJEAM'8- — — — — — — — — — ---- — — — — — — — — — — — — — — — — — — / , 0 -- — — — — — v - - - - - - EXIST 16" WA 0 2'-8" PVC R 35 CAP AT END H 17A RIM I39.0! _.....___ YC 6- K 431. (AV-S) 2 11+20 11+60 12+00 12+40 Z Y w U 1- 0 o _L_—_—. —�--__ _... __-I_.. _._____ __—.._ -. THESE PLANS ARE APPROVED U a CALE: 1 "= 2O' HORIZ. FOR CONFORMANCE WITH THE SHEET 9+60 10+00 10+40 10+80 DIVISIONS REQUIREMENTS CITY OF AUBURN RING 1 "= 5' VER T. FAC NO. 002J-93 10 OF 14 DATE: JOB NUMBER AS -BUILT APPROVED: 90-032! 94 D 1'b6s 34 e` 38 AS -BUILT BATE: �23-9J 460 4 II u ac p EP �CCC< oC O c uS allo �c o a. Q'_oar 0.� cc> a. 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TYP •P.?6IW ~ 12+09, 21.5' LT "i _ - 5 //4' MW FIRE \ MH L 10 , 66 I A COA S� OWSGSY PER ,• \ _ - -' _ 1+7259, 6.BJ Ry' O-8' �Nr ,2+50.64 0�0(1�� 6" IF 43aY 1 2+S7.E5 5' / L-42 I a LG4 Ci�S 7+ -17 1y � I I 4L 1 S 300 TH PL CE M } I 6' If ♦LY?4 Icy I w D--a ® -8'r4' CROSS FL 4' GATE VALVE (FLAW) I � 1 8" ADAPTOR (F'LrMJ) _I --'--� , Ct�NC BLOCKING �► 4. 1+86.28 29.69' LT''I, II W m MS ALL 2 ow- 1m OFF' ASSY W/CONC,I = 1=I ./' BLOCKING I, III 6' IE I, 72 1I m '- o m -Q ® ` �'-�-+ N rn a. 71 j \1 \� u TRACTit L-J8 L A TE A L WRE RNL OF LO 164' - 8" PVC SDR 35 SEJ30OT"LACE 4'DIW TER— — OCA WATER METER fOU/RE0 BY TqE ONNER OF LOT 58. ~' 4 / d a a 58 BUJ 4 4 EX. c a CAP OONC I \ 6" IE 1:*0 II� PER L-50 O-8' ® 1 \/ 57 $• ppO 2+40 2+00 1+60 1+20 0+80 0+40 0+00 0+40 0+80 1+20 1+60 2+00 2+40 61 49 0 6 � o 0 94� xxx o ##a ryQ�QQQQ z o 0- a W Z eppp°'oz vi NV1 1� d4 �yh x W yJ 11 OF Z J C1 Z Z m w x � W a�i rno m E a O cc _o O y 0 o o a 0 C > o 0 CL�D N U p K_vMI o I N m e o 0 T 3 i 0 Y 8 t N W Z a 460 Z 0 LL z Z LL 'x Q = w J a J 3 i oc M W 450 Q 3 Z ~ " 3 W 440 0) Z YJOINS z Q �a o 430 >' H U a !r W CALE: 1 "= 20 HORIZ. - Q 420 1 "= 5' VERT. W H U W n 4 W 1- 0 0 THESE PLANS ARE APPROVED FOR CONFORMANCE KITH THE in C) 0 a CITY OF AUBURN ENGINEERING DIVISION'S REOUIREMENTS ^OF L FAC NO.002J-9J ■SHEET 1 C -BUILT APPROVED: JOB NUMBER a V 90-032 94 D !volt 5& of 39 39 EMO PLp !+F6.2& 40 WA iER SfRNCE ,r CONC BLOCKING s i+9•-so es? 1-45'BEND MJ CONC BLOCKING \ 1-11.25' BEND MJ CONC_ pLocxomG-- --\_ 45f 35 34 36 I4 L-JO' D-6' 37 FT. 31 `u. 38 SCALE 1" - 20• 430 420 410 mo 0 j 2 2 450 W Q Q. 440 Lij F` W z LAJ W 0+00 0+40 9 :9 ff-fol 440 1+20 i 4 14 STA-0+5 va ELEV - 425. + 50.00, VC F 2 N .. EXIS77NG GROUND O Ji o m N E 430 h — --- — — — — — — — W FINISH GRADE 0 E— — O, QUM. N -l.00z _ fl I • MIN. LEARANCf 42" MIN FR I TYPICA PWT TO PI E I " ST M CROS' /E 422.25 DI WA7ER 420 CAP PEND IE 420. 33 - _- R 4?;,6i 42ZPJ PAC d" K 119.13 (91-E) PAC d- IE 419. (GUT--11) 410 112TH PLACE S (SEE PLAN, S fEET 5) 0+00 0+40 Coff.;'L9 1+20 ING In > w b b a a ¢ 1� S tit a A1� J,l1� ¢w X r o z B33 0_ Q a 3 ¢ W Nz Red ^ ti wN byJ Yn oF� a zw W 4 � N CC y ¢ Y M CCC C P C p Q I i 1 o d u L c a-5:E m uw V):3o .0_vv o g D. V JJW a M 0 c Y H ST Y v oil Ia z Z O H LL Z Z L a 2 J :) cl) 0. a J 3 L W WVO�' W MAL W V IO f/14/`1 i' T VA% 1 Z a � m z a a Q LL noel O THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF THIS DATE: 22 AUGUST 1994. INFORMATION OBTAINED BY TRIAD ASSOCIATES AS OF THIS DATE INCLUDE RIM AND INVERT ELEVATIONS OF SANITARY SEWER, LOCATION WATER VALVE AND HYDRANT LOCATIONS. ALL ITEMS MARKED BY A REFLECT FIELD INFORMATION PROVIDED BY THE CONTRACTOR. () _ z SCALE: 111= 201 HORIZ 1 "= 5' VENT. z Y U THESE PLANS ARE APPROVED FOR CONFORMANCE 'NTH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS 4 SHEET FAC 04213-93 13 14 AS BUILT DATE: APPROVED: oF 90N1032 t 94 D t3o8 b-7 of 319 CITY OF AUBURN GENERAL PLAN NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF ALOURNS REQUIREMENTS AND SPECFYCA17ONS, 2. STANDARD SPECIFICATIONS SHALL BE 19M APWA AS MODIFIED BY THE CITY OF AUBURN. J A COPY OF THESE APPROVED PLANS SMALL BE ON THE SINE DURING CONSTRUCTION. 4. A PRECONSTRUCTION MEETING SHALL BE REQURED PRIOR TO ANY ON -SITE MARK FOR ALL PUBLIC FACILITY EXMW90N PRMECTS 3. PRIOR TD STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UNITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER. GAS POWER, TELEPHONE AND TELEVISION). 6. DURING CONSTRUCTION, CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSIONISL TA TTON CONTROL PROCEDURES. 7, LOCATIONS OF EVSTINC UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF HIDDEN UMJ7ES ALL VISIBLE HEMS SHALL BE THE ENGINEERS RESPONSIBILITY a EXISTING PAVEMENT SURFACES SHALL BE SAMCUT FULL DEPTH WIN STRAIGHT, UNIFORM EDGES 12 INCHES (12) OUT FROM INC EDGE OF EXCAVATION. ALL ,RANTS BETWEEN THE NEW AAO ORIGINAL PAVEMENT SHALL BE PAINTED WIN ASPHALT EMULSION (CSSVI). 9. THE CONTRACTOR SHALL INSTALL, REPLACE OR RELOCATE ALL SIGNS AS SHOWN ON THE PLANS OR AS AFFECTED BY THE CONSTRUCTION. PER THE 0" STANDARD DETAIL NO TRSP-1. 10. POWER, CABLE AND TELEPHONE LIES SMALL BE IN A TRENCH WIN A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTAU TIES (SEWER, WATER, STORM) OF FIVE FEET. (5) It. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SMALL BE DONE UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 12. DURING CONSTRUCTION, ALL PUBLIC STREETS ADNCENT TO THIS PROECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RMX77NG FROM ON -SITE CONSTRUCTION. AS DIRECTED BY THE CITY a CERTIFIED AS-BLII.T DRAWINGS ARE REQUIRED PRIOR TO PROECT ACCEPTANCE. REFER TO THE CITYS 'CERTIFIED AS-BULr REOLVREMENIS".. I ALL REQUIRED LANDSCAPING SHALL CONFORM MTH CITY OF AUBURN ZONING ORDINANCE, SECTION NO. la5O 15. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM AOA/STMENr WIN BRICK or RIMS AND CASINGS STALL BE 14 INCHES (14) WITHOUT ADDING NEW SECTION. 16. ALL MANHOLES AND CA" BASINS IN PUBLIC RIOHr-OF-WAY OR EASEMENTS SMALL BE AD.USTED AFTER ASPHALT PAYING AND CONFORM TO THE CITYS STANDARD ADJUSTMENr DETAIL NO. STFG-I. 17. ALL CONNECTIONS OR SOR .T5 PYC PPE TO MANHOLES SHALL BE MADE BY USING AC OR GPK MANHOLE ADAPTORS OR APPROVED EQUAL. 18. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12 FEET 6 INCHES FOR SDR J5 PIPE. 19. BEDDING FOR PYC PIPE SHALL BE 5/B-INCH MINUS CRUSHED ROOK. FOUR IN04ES (I) MINIMUM UNDER TO SIX INCHES (IT) MINIMUM OVER POPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPr-J 20. BEDDING FOR CONCRETE AAA DUCTIE RON PIPE SMALL BE 5/8-INCH MINUS CRUSED ROOK SIX INCHES (6) MINIMUM UNDER, TO SIX INCHES (6) AYN" OVER THE Ply AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPr-2. 21, REFER TO AUS RN STANDARD TRENCH EXCAVATION AND BACKFI.L DETAIL NO. GEPT-1, GEPT-2 AND GEPT-J FOR CONSTRUCTION PROCEOLLRE 22 ALL IMPORTED PIPE TRENCH BACKFI.L MATERIAL SHALL BE CLASS A' BANK RUN DRAWL, MOORED BY THE CITY OF AUBURN. 23. PRE TRENCH BACKFALL MATERIAL WTINN THE UNPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH ANUS (RUSHED ROCK WIEN CONINEC7I0N IS PERPfNOVAAR TO THE CITY STREET. SANITARY SEVER PLAN NOTES 1. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENN IS. 2 SERER ONES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE ORAW4GS AND SHALL NOT BE CHANGED WTHIOVr CITY APPROVAL. J. LOCA PON QU SIDE SEWERS SHALL BE MARKED Al THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2X4, FOUR FEET (4) LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (J). THE LOWER END SHALL HAYS A 2X4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE THE EXPOSED ONE FOOT (1) SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH OF THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2X4. 4. LOCATION OF SIDE SEWERS SHALL ONLY BE CHANCED AS REQUIRED DURING CONSTRUCTION UPON AUTHORIZATION OF THE CITY. THE CONTRACTOR SMALL NOTIFY THE ENGINEERING WHEN EXACT LOCATIONS ARE DETERMINED. 5. CONTRACTOR SMALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 6. UNLESS OTIHERWSE APPROVED. ALL CONFECTIONS TO EXISTING SEWER MAIN WIN NEW TEES SHALL BE DON£ BY THE CITY OF AUBURN. THE CONTRACTOR SMALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. 7. ALL MANHOLES /N PUBLIC RIOIT-OF-WAY OR EASEMENTS SHALL BE ADA)SIED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE, IN ACCORDANCE WIN THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-I. 8 ALL SEWER PVC PIPE TO BE SDR J5 IN ACCORDANCE WITH ASTM D-JOJ4. 9, PIPE SHALL BE INSTALLED /N COMPLIANCE WIN ASTM D-2321. BEDDING MATERIAL SHALL PROVIDE ADEOUA IF AND UNIFORM SIAPPORT UNDER THE PIPE. To IT SHALL BE THE CONTRACTOR'S RESPONSRUrY TO INSURE INAT NO CONFLICTS OCCUR BETWEEN SANITARY LIES AND PROPOSED OR EXISTING STORM LINES PRIOR TO CONSTRUCTION. 11. SIDE SEWER STALL BE INSTALLED FROM THE CITY SEWER MAIN TO 5 FEET MIN. BEYOND THE PROPERTY LINE AND SHALL BE A MINIMUM O" 6 INONES DIAMETER WIN A ONE PERCENT SLOPE. WATER PLAN N01ES 1. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS 1. WATER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHORN ON THE DRAWINGS, AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. J. ALL PUBLIC WATER MAINS SHALL HAW MINIMUM COVER OF 42 INCHES (41). 4. WATER SERVICES SHALL BE PER CITY OF AUBURN STANDARD DETAILS LOCH TKML OF WATER SERVICES SHALL ONLY BE CHANGED AS REQUREO DURING CYWSIRUCTTON, UPON AUTHORIZATION OF THE OrY. THE CONTRACTOR SHALL NOTIFY THE ENOAEER WHEN EXACT LOCATIONS ARE DETERMINED. 5. CONTRACTOR SHALL OBTAIN ANY NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 6. ALL VALVE BOXES IN PUBLIC RIGHT-QF-WAY OR EASEMENTS SHALL BE AOJUSTED TO FINAL GRADE AFTER FINAL PAVING /S COMPLETE N ACCORDANCE WITH CITY OIL AIBURN'S STANDARD DETAIL NO. STFG-i. 7 BACKFLOW DEVICES REQUIRED WIN FIRE PROIEC17ON AND IRRIGATION SYSTEMS AND TO BE INSTALLED PER THE CITY OF AUBURNS DETAILS. 8. HYDROSTATIC TESTS OF THE NEW PIPE UNE SHALL BE MADE IN ACCORDANCE WIN THE 'PROCEDURE FOR WATER -PRESSURE TESTING WATER LINES' AND THE LATEST PROVISIONS OF AWWA C-600. EXCEPT AS MOOTED HEREIN. ALL EOIRPAHEMT NECESSARY TO MAKE THE TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SMALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER INS CONTRACT, INCLUDING ALL CONFECTIONS TO EXISTING MAINS A A MINIMUM TEST PRESSURE OF 200 PSI. 9. DISINFECTION OF THE NEW WATER SYSTEM SMALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER LINE AND SHALL BE IN ACCORDANCE WIN THE LATEST PROVISIONS OF AWWO C-601. 10. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER CITY OF AUBURN STANDARD DETAILS if. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON. MEETING ANSI SPECIFICATIONS A-21.51 OF LA TEST RENSIOWS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WIH ANSI SPECIFICATION A-21-4 OF LATEST REVISION. 12. ALL VAL YES FOR WATERLINES SMALL BE RESULIENT WEDGE GATE VAL YES. IJ. JONTS, EXCEPT WERE OTNERWSE REQUIRED OR SHOWN ON THE DRAWINGS SHALL BE EITHER MECHANICAL BOLTED TYPE OR PUSH -ON RUBBER R94G CASKET TYPE CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. PIPE FIr1ING5: PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING LINING AND STRENGTH AS THE PIPE TO WINCH CONNECTED AND SMALL CONFORM TO ANSI SPECIFICATION A-21.10 AND A-21.22 OF THE LA TEST REVISION. 14. INSTALLATON OF CORPORATE STOPS WATER SERVICE$ LINES AND METERS SHALL BE PER CITY OF' AUBURN/ STANDARD DETAILS 15. SERVICES SHALL BE 5/4' TYPE K COPPER TUBING. THE CITY OF AUBURN TO INSTALL 3/4' WRITER METERS 16. FORE HYDRANT ASSEMBLES SHALL CONFORM TO CITY OF ALARM STANDARD DETAILS DES LL Lu U W U. O z J ot W Z O c W W Z c H Z 411 cnU NOTE. THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF THIS DATE: 22 AUGUST 1994. INFORMATION OBTAINED BY TRIAD ASSOCIATES AS OF THIS DATE INCLUDE RIM AND INVERT ELEVATIONS OF SANITARY SEWER, LOCATION QF WATER VALVE AND HYDRANT LOCATIONS. ALL ITEMS MARKED BY A dL REFLECT FIELD INFORMATION PROVIDED BY THE CONTRACTOR. THESE PLANS ARE APPROVED < W Y W r = Q FOR CONFORMANCE WITH THE V O CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS SHEET FAC NO. O02J-BJ 14 1 aF AS-BUILTDATE: APPROVED: JOB NUMBER .r' Q4D fads 31t Of 34