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HomeMy WebLinkAbout89D1173SITE NO. 10 STREET &UTILITY IMPROVEMENTS AUBURN SCHOOL DISTRICT NO. 408 BENCHMARK (6-C) MONUMENT AT CENTERLINE 312th ST. S.E. BETWEEN 4th AND 5th P.P. EAST OF 112th AVE. S.E. ELEV. 354.18 I I h PROcIECT y SITE � Q N SE NER F'lllz E R WATER Q C h iWE � ^t SEATTL E SE 3/0'M d'/. � /NiI'�fAWT.C4Y41 %tQ •ii' SE 3/I ram' ST. .tACEN.fY VI C/N/ T Y MAP NOT TO ,5CAL E S.E. 304TH 116TH STREET AVENUE S.E. KING COUNTY - CITY of AUBURN (ROAD A STORM) (WATER A SANITARY SEWER) THESE PLANS ARE /15-BU/L7- AND Th'E NFOR/7AT/0N SHOWN HCCURATELY REFLECTS EX/57-/N6 F/EL.O COND/T/ONS A5 OF TH/5 DATE THE F/ELD SUR//EV DATA !cm& GfiTHERED BY MC1?1A1E7_HER LEACHMl A1, /NC. , //800 ;GO rH STREET, COT17'6 , UII9514 GTON NOTES ENGINEERING DAVID EVANS & ASSOCIATES, INC. P.O. BOX 3070 SILVERDALE,WA. 98383 INDEX OF DRAWINGS 1. ALL ROAD WORK SHALL BE IN CONFORMANCE WITH KING COUNTY STANDARDS (1987). 2. BENCHMARK IS TOP OF MONUMENT IN CASE AT INTERSECTION OF SE 312th ST AND 116th AVE. SE=354.18 (CITY OF AUBURN DATUM) =346.35 (KING COUNTY DATUM. AN ADDITIONAL BENCHMARK, BASED ON CITY OF AUBURN DATUM IS ON TOP OF MONUMENT IN CASE AT INTERSECTION OF SE 304th ST. AT 116th AVE. SE=432.45 (AUBURN DATUM). 3. ALL SEWER AND WATER WORK SHALL BE IN CONFORMANCE WITH CITY OF AUBURN REQUIREMENTS. 4. CALL "UNDERGROUND LOCATE” BEFORE ANY CONSTRUCTION ACTIVITIES -PHONE NO. 1-800-424-5555. S. ALL STORM GRATE ELEVATIONS SHOWN ARE 0.1' LOWER THAN FLOWLINE. 6. ALL TOPOGRAPHY IN RIGHT -OF-WAY FROM CHANDLER ENGINEERS' PLANS DATED OCTOBER 1988. 7. ALL PIPE SHOWN AS ADS SHALL BE HIGH DENSITY POLYETHELENE PIPE WITH AN "n" FACTOR OF 0.012. w 8. AT ANY SURFACE UTILITY (FIRE HYDRANT, POWER POLE, ETC.) WHERE THE FLOW LINE OF A NEW DITCH IS LESS THAN 12" FROM THE EDGE OF THAT STRUCTURE, INSTALL A 10 FOOT LONG CMP AT THE SAME GRADE AS THE DITCH WITH ENDS OF PIPE EQUIDISTANT FROM THE UTILITY. D.E.+ 462 1 of 11 - COVER SHEET 2 of 11 - S.E. 304TH STREET - PLAN -PROFILE 3 of 11 - S.E. 304TH STREET - PLAN -PROFILE 4 of 11 - S.E. 304TH STREET - PLAN -PROFILE 5 of 11 - S.E. 304TH STREET - PLAN -PROFILE 6 of 11 - 116TH AVENUE S.E. - PLAN -PROFILE 7 of 11 - 116TH AVENUE S.E. - PLAN -PROFILE 8 of 11 - 116TH AVENUE S.E. - PLAN -PROFILE 9 of 11 - 116TH AVENUE S.E. - PLAN -PROFILE 10 of 11 - DETAILS & NOTES 11 of 11 -DETAILS &NOTES AS■B�LI I. q r„ APPROVE C DE? -OF PUBLIC WORKS G.TY O% AL'?_'JRN ENC.INt_HINQ C"EPARTMENr A AA.Iw D Lmmdmm ' O ao � r r � J O Imm 6 a 41 a IG/c 10� 3/ a QSIS 89 D 1 173 /� * 3i.3 89 a i 1-73 129W J ~ AMM4.0E DR/VEMAY TO MATCH 3 STA. 8-00 (SE 304r& ST.)= Of00 1111SW ",f SE) SEC. 4, T, 21 N., R. 5 E., W.M. LU z O NEW ROAD 4NO EXISTING NkV sEcrioN coR. m. _ OR/YEWAY Ar C. ACOv/DII P" ECT/ON 9 T.2//V., IP.SE. N 0/ 11A53 b' AS/NALt IVZr '1= Of c"51yCo `.w.CPAC/NG TO/• lSET AFTIR CJA- r,ON OF CONSTiI'//CT/ON ?Y L/CWCA is SlafYIYOR) LTo BE KChd��)� RELOCATE hlhfLBOX `` V Q Q (� Q COu,Cse oN merloN oF�' LK/VCW /N ,C.l'Nf-OF WqY. ( J Ca 2s'-e"pJ PVC PIPE O/ TOP EL.=430.93 4"/ E. = Q30. AS PER OCTAL + MErc)q E IMA WAY TO ON SHEET /O W MATCH EX/ST/N6 OR/YEWAY ljCOA/C. CUL i V /8 AND NEW ROAD. " 9'LONG .04T'`� OF ASP//,9L T E/2crP STREET CRUSHED SURi2�`COURSE ON PORORIVfWAY /N STA. 6*7' SEE SHEET FOR R,0A0 CROSS SECT/oNs IMHT-OF-WAY.STA./h/2¢=/7.ZS VM6 t�° E POL E 7 RA/ F.H. AJ NECESSARY-ESI/T// E'Y/ST R/ L/NE 30�F p�'Q PVC $VC STUB (IV) ` TA. * TA. /ZrB9 &.. N RE YE EX/STiN6 Cu RTCC /N LNE MPx '/OMO� �C • 'X. P SEE ROAD SECT/ON C' - n /E =432 /7( �/ _ �, /E.43tA Fn FOR DIMENSIONS W ry' TOP c.�4t1e:45 - C, `Vtv /.E N✓=423.20 STA. //*94.5 SS'R T. Pv SGOPE /EST ��O ) CL/T L/NE 1�_ = /. 43 L 43s94 NEW EDGE (TO REMAIN) 423 z0 /.E.=423.70 EW SS MH NEW CROWN V' LJ4 s'f * . S T. N a0 9— pq VO �8 __� _ w E06E r-EX/STING WATERM N F EXIST. PY LLI W 41� �—T- _L w h ► tea. S STA. =STA. OS.6(/O't L 3 '1ST.- 3/SS'LT. //G' E q 10 - SECT/O/V LY E �� 9�5 ' i •4P�y��,�"' PA / v j V y _ NEW EDGE" 1A.9.i / OF PAVEMENT r� R C Move EX/5r/h� Cu[v r /�� y dc —1 — — — — PoRT/ONE CHOOL O r PD7CTY/N _Oi TN/S P/PE /ti N/S I ('�I Z T Q — _ _ _ — —NEIv S/DEIY y� i ` �- O �� N T. C ORL7/N9TE W171 ?E c T r- �Ic d i ROUrE D/TC TR9SHR y — /8' ST /I 3 co 30 RT. OF jC '� �� 7CF /3" A — EXIST/NG AROUND Po R 3Q LF=,� 3 q / ArOPOSEO P. P, TO CBE R£LOC.4TEL'1 SB �/ N-/z) Is % /S'O,�jOS TE/lR7kf�lRJ�'PC`UB R' 5'X5'PAD f y� 2SM PROPERTY Y OTHEScPS 'T \ uNR \ \ \ \ / / / �TO 1 .='f/ytF3 �� / ' v O c• LU RELOCAT s�r*BN ' \ \ 3E RELOCATtSTA //*/S (3Z`RT) / H g AVf. 0/ STREET S/GN MP \ \ o's �� EE DETAIL, T /'9 \ \ % I 0,0 4 'R PC.B.' T�EI / A �./ T EL. = 40 7. 0 / W1ryAIC� /NGt/D I � / / \ \ J Q co /Z"M/N. TH�CKNf'5S / \ \ Ns'^ E *33OOYP /E. /N=4229a / / /.E. OUT=4ZZ62 Z� / L • Si STA. 1'LT.) ^ y� TOP/EL.=433 O NEW L 0 CAT/ON SfT NL W CB 0/V EAfD� Q W /.E. /N=03/. P n OF EX/Sz/NU /5 ADS O �ls/� / a1 LENT=4 AL/QL/RN EL EM4' SCf�00L' PLAN & PROFILE 2"CONCCU�s J �TO BE REMOVED) ti SCALE: HORIZ. I"= 2d E 4 } i a� VERT I" = 5 /T/ BE. REMOVED) SEE SNEQ'T B OF // FOR CONT/NZ6g7-/ON OF //G SEC. 9, T. 21 N., R. 5 E., W.M. ROADWAr SECT/ON i! ' ROADWAY SECT/ON G' ROADWAY SECT/ON B M Msr, U i UO /Os vc. 0 _ �j ti ti - o > N _ \ _ 9 1 440 - — o 0 R me.. o 9- 435 o 435 0 o r � C9 C a O el, a CW 2 430 STING rEr Cd SEC v 1. 430 F a K wir uj F Y q d O F + • AWTER 5=0.00 / _ 42 ' - 425 a p N d1 wF - na W Id R'N.4/q X W W y G TRUCTURE (E TA. O = 7 RT. STING g Q d •. 420 afrAr33.00 / SHEET C. B. 6 TYP 2 I 420 `�' a z d NO.// TOP EL=43330 253E _ IE. /N=43/B0(1vw) 415 Qy Mllo STA.//*/S 32(R. STA. //*9f.S SSRT. 415 — COW yPE CB. 8 TYPE L NEhv S.S.Mf/ /O STA. 7 94.5(S.S'RT•XSE304-S>) / TOP E/_ Oeo.45 N SOLID, LOCK/ G L/O TOP E .= NEW .SMN 9 TYPE->4d _ LE /N=423.20 T P L.=427.0 =4 nLL 6 /. / = 22. Sem 0L' OP =43 .GB Eoyrffoze . 410 /.E. /. = 4/4.55 - 2 I Zi ... 4 272 410 i ' .?'. BETWEEN WATER MAIN S .ems_ n DE: , 51_1c A -.,+Mr T C R / G ' J - J .. R r� CITY Of AUBZ1,T TYR) 167 -T INN Oki Bu 3 - IASM m Q 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 5 U 41 42 C 4`e 4 �l a SEC. 4, T. 21 N., R. 5 E., W.M. Q � /A, /• �R� a0 •o2VEai ' O•rf EXISTING Ca. E. 304 *r y S TREE T TOP 429 7E SHEET /O FOR ROAD CROSS SECTIONS) E IS; -INS 1O D.-T N / E. 426.4 /V. �� CO/I�tC. CIJL V. 20" STEEL CAS/N6 /� (NOT FIELD LOCATED) /, E. YZ&• 31 S. �. A�7 Q q f�f T /' E. " 27 / ZNCY/PEE ROADWAY EXTEND /z"C/7/' r0 5/GA/ /. E. 4Z78 TYPE I C.B.ON'P/{OPERTY C/VE APFROX / C F O/ME S/O S EXIST. R W L/NE W I STA. /B+SB INSTALL TAPPING SLEEYE O g" TAPPING G,4TE ✓AL YE ON EXISTING ZO" QL WFJTERMA/N STq. /Br47.5 (SS'RT.)OR NEW S. S MN # 72 W SEE ROADWAY SECT/ON 9' FOR DIMENSIONS STA. /4*47.5/S.SiPT.) wiNEW SS.M '�// AL T 5TA. /4+ M EOG OF / c cFO vC ✓C TUe — _ Pq MENT o Wv @ OPE /RACKSH MAIN BER I QAT7 " ' /�5 SECT/O/V L //V E _ - E �S z 97Y °^'� 7/S!L ° Y/6 EXISTING � STA. /B*3/ 30[F ✓C � C3/ oSCa�E A-%Gn �vin"1 7�V TER CUT L /N rG EX/ T. /ON L/ E) wCROW O' AL EXIST ASPHAL T 1.. �ZS LF - B"�PYC @ /.32 y6 400�F-8Xyck 49/ZB'J,- —2 -7k B" PYC &O.SO% TorOBSTRUCT ROAQ —PMW h �-NEW� S/OEW4LK� reffeffe PORT/ON OF THIS r NEW S/OEWf7LK�� sE �fH. O Q PPTO BE / ^/�jL,Fgc//p^• I �/A�,9E•T=Hc92c 6M.1DEW 0.6. N0.9A�_ \ , Z \X/STR/_W— L/N/E BY O�7-Z-ZSM/a C°V6R 7YP4-zw 47X V \$ \ \ \ RE/IK�VE EX/SIC !2"�C//1P • � � E�ACAL TOP / EXIST. GO'R W \ — — — 1 TEE ,s[O<e G ti W , coN Ro$T/ N THE PAY/N6 OF Yy/S=J['�� h /RO/AY P7P� \ h + \ \ W + STA. /�f*9S�g'Z%7.?S R . A, \ TEMP. BLOI✓O/5t; — DR/✓EW SNFLL BE h ) �.0�'AT/ON NEW �--�- PART O THE AUBURN SEE LTA/L, SNT 1 Q ELEMENdfT���'RY SCHOOL W I C. B!"µ 9 YPE 1 /j./�/ I /V ELFif�'I Y SCH�OL CONTRACJ` TD THE �ZQ . (I �E. OC�T=426.3�(SE) \ -��+BT4k- /.E.•420.50 v� \ ( PLANSD EX �T R W. HERS ,} I \rL-EAVE ENO OPL'y �O DAYLIGHTEX. M• H• � BYN / /E = 9/8.2 COORD/NATE WORK W/TH SEE AUBURN tY EV SCh! SEC. 9, T. 21 N., R. 5 E. W.M. PLAN 8c P R 0 F I L E TNESE SEPARATE C,9*7 PLA'TO.PS PLANS FOR WORK BY OTHERS BEYOND EXIST RIB' COORO/NATE /PORK W/TH " THESE SEPARATE CONTRACTORS SCALE V VEER I= 2 0 RTT. I" = 5' f0A0W.4Y SECTION B ' ROADWAY SECTION C \V �' V h — GRADE AT MON L /NE ti V n ti co t\ a ° O n — ' - IN so 117,4TC�YTIE U 441 y0 YC. ti N o ^ h LINv� cq 1 n.6 4AUl LQ /NE 1,R4DE L EXIST 6S � 43( 0 0 ZA-+- EXIST. 20V.,"� P✓c 421 D.So% --42! — —~— STA. /8* 75' S.S'RT. WATERMA/N NEW S S. N 12 YPE 1 48 11 77- STA. /4* C -/z T ULIIX liz Irv) STA. /4+47.5 (5.5 i4T. C 09, TYPE f NEW S.S +lH TYPE 1 4B T - 3/ TOP EL. = 430. O LE. caT- Iozre, 1/< N = 20. A0 RI G D PARTMV M TAN /' F 5EP RA>iO 6E7- n/ _ - WATER MWA/ E 9E /cE o _ I P,IOV/0.� > T/OiJ AS E /RED FO APPROVEQ ,BYE/TY OF AUQUR/✓ <TYPJ 1 f/ E. WAP. 16,0 D 4r l • .'1 � -..._ d Q kv-e z Jv 3 y c=) o amc W W W W >- _J IL ♦c O V) z d = a N C M 3 W c V♦ cc 13+00 13+50 14+00 14+50 15+00 10+w 16+00 it) TOu if # '51- 89 D 11-73 9' 42 EK07 RELOCATE STA. /9*/2, (¢=/7.ZS RT) C-.e -0/0 , TYPE f 7-0 EL.= IW.8/ /E 011T=f3/.8/ TE ST,4. /9i/dS/SS'RT) /NEW SAN SEW MH "/-3- Zo ■ //00' TRANS/T/ON SECTION --I 1, "0 CAI? URN SC// O/ST R CDR. EPA TR.q.NS� PO( E rEL E„ (T0 REMAIN) / EXIST. GO ,flW �J ❑0 /e" CURB � purr R V TE R MO✓E G` REPLACE A/tB0,1` PEIZ DfTA/L N SHEET /O SEC. 4, T. 21 N., R. 5 E., W.M. S. E. 304T'y �E SHEE //O FOj4 ROAD RgLOG4TEI SX/ST/v \ — FEACE AS N6CESSAR; L PAVEMENT - — a Z; rr -SEC T/ON L /NE" SARY EOCE OF PAVEMENT \ I PMOGG o /�cmP ,?I Ek/ S/DEG✓ALK \ OUSE o� H.H. ADDJW67 6R4g6 r 345 NCG65SARY STREET ' ICI \J BOSS SE T/ONS) / ON M5NEET DETAIL =°4359/ INSTALL 20'0 /2 \ ccwc & o.-?o o „� — EX/S T. R//✓ L /NE—z /00' PAVEMENT TRANS/T/O.V TO /7-01/ SECT/ON PLAN & PROFILE SCALE: HORIZ. I"= 20' VERT. I° = 5' SEE ROADWAY SECT/ON A FOR D/MENS/ONt s /cf T REGRADE DR/YEWAYS TO MATCH NE POLE ROAD .41V0 EXIST/NG DR/✓EWAY AT R. ' PROVIDE 2- OF CLASS %3' ASPHALT O✓ER 4" OF CRUSHfO 5URfAeINC ?OP COUR6 �G ON A'OAT/ON Of OK/I/EWAY /N C1G117T--: WAY SEC. 9, T. 21 N., R. 5 E., W.M. RO,4DW.4Y SECT/ON ;4 ) I , EX �` ASPN R41//NG z: ASPNAL iv89 as '¢/ " 4E / I REGRADE NEW R 4DWAY DITCH ALIGNMENT TO 9,17MA/ EXIST. ROADWAY D/TEN BEYOND STA. z3*00 Q BEING SURE FLOW /S CONT/NL/INS EASTERLY / I � I I iZ"Con�c. C[/L VERT R I cc Z J 0 F LU cc 3 in 5ciT) X O Q W C z•. W 3 W W v _� `� ■ } 0 U/ dso Z Z y C cc �% a 3 L W o N m M 19+00 19 +50 20 +00 /:�� 7* '6/3 20+50 21+00 21+50 22+00 22 + 50 23 t 00 23+50 24+00 24 + 50 25 + 00 89 D I I'7 3 /c IT 131.3 6'1 D 11-73 ►�7j\ OESsTA/L, SNT. /O) Gi rO NA/n/ AS BAR f.<O� 'JTOA'N ST4. Gr30 (SS,LT.) 1-1-7 " /VlJx /Z "M✓ x 8'F /- 8'Fx S'M✓�{ GATE 4 30LF OF 8"OOZ w/Ci S/1.4CKL EO TO TEE t � /- CONCRETE THRUST 5+50 6+00 6+50 7+00 7+50 SCA4E.'/"=20' SECTION 9, TOWNSHIP RANGE 5E.. W. M. tto� .t At At k a t� t� I I 1 5 CHECK DAMS PER KING CO REOUEST Al WEST DITCH FROM STR 3r 50 TO STf). /2 +00. SECTION 8, TOWNSHIP 21N., RANGE 5E., W.M. •• 8+50 m ✓✓UN/OR N/6H SCHOOL ' OR/YEWAY APPRO�Ch' T: e "Ol PYC�CAS/NG P/PLC i 'E CaAS CR055/n/G..BOT fJPPED W/TH 2"xy'WO MOR P0,5T5 AT BorH ,?Fr aBouE (5AwA/D EO YELLOW�/✓lfIRKEO. ', THE L✓ORO 116A5" 10+50 NOTE WORK SHOWN ON SCHOOL PROPERTY TO BE COMPLETED /N TN/9 CONTR.4C7 SCHOOL S/TE CLEARlMf ANO SR(JB6/NS BY OTHERS. ©WHEEL CNA/R RAMP �� R .GFs-nvrau - suri\ S / /-6tFA/'1✓ sw ;'ALYE 3Z3Lj� OF 6" I. ' /- ,STD. F/RE RYDRA /- CONCRETE MR-& i BLOCA' we DETA/L (5MT. C//) 11+00 I1+0() � 89—D 1 173 =o:u Ix W .) 0 cc 3 guy o avcc S • lx '�W/A� V/ W W W U) i a C Z dW a co do aic % W S F d H 3 �O c r c r ac t, NOTE WORK SHOWN ON SCNOOL WILL BE COMPLETED /N SCHOOL S/TE CLEARING / R✓ n1U 1 ✓UN/OR N/6H SCHOOL SCHOOL BUS pR/YENAY ` S xB .r/•f •DEEP ROAD APPROACH. R/P-RAP PAO� �EX/> ONLY) (Kh N a \ ` L� \ \I EA/p OF NG151 -4 44 i L/M/T OF CONSTRUCT/ON ry,■T 'Lr. M. 412 ' OAP z --�I,J STA. I2*57.3 \ Y ✓UN/OR N/6N SCHOOL NTR CT- SCHOOL BUS OR/YEµ'AY B/N ROAD APPROACH. /ENTRANCE ONLY) \ 1 \ .I Iw CONSTRUCT] NEW C//ANNEj TO \ CONNECT P/PE OU7FA[[I TO EX/ST/N6 CNANNEL T,9 74 , IS 0 E- SNOYN / ON S/�E- 6.Qi4/N6 MAL PLAN. 11 zo N CdRA RLTUAA ENO ANEW f�6 P\6G- �C+�.� iNM7U 3/7 Q /M C.B. NO.1 Iwo f.4 iL 4=sr 4el. e'c///sT F . 7, _ NEAC SS M AF�6 ST.4. /2*00 S.St�PT z. /J L NEW 65'S/DENgLK / I ST.�: //+BSI �` 2 NEW WNEEG 3rA. /q7/.3 /-/ Fx/2%SrB F T, CHA/R RAMPS- ct 4rtu I /-/2FxM✓ GATE P,_ SEE DETAIL S//T 10 I /-B"fi x M✓ GATE d /-/2' FxM✓ ADAPT. 1 30L F 8'OS W/CAP TO TEE / CONCRETE Tf,'.PL 1 N v/. I2" \ASPNALfT Af c. • /t+b9 N QEc. e.+b t Q, C[. qof. sD\ �v/W lt. goe.YJI ---- I I SET \ 1 I 'LED N I SLOCK SCALE /"= ZO' / 9, W IN. RANGE M h6 AV SFIE. SHEE\/ FOR /YO S SFECT/04) / ' S Malllly - ` 1 �i 'I.. 1 1- a ANO 15, IR 11/1c •TY L/ I •✓C 39 ��STA. /A+60, PPEtJ� 6" •. I r �E TO.WEST \ \ \ J 1$ , WIC HiP gI I4:, RN�tj 5 ,W4\ BARN I TY III r 1wr ERTY , � � I \ STA. /Y.•*47 7A /6*A2 T��7V rA� I CAPPED 6"TEE TO544 JST \ \ \ \ ` \ 4L 8"/ SS Sr470oT TO WEST F-A? A- .f PER 9ARS1144SEN ENSINEERS ON 7//7/69 OPrf'o�""�•^•'1'F • � ♦ ' .: it - .ir . � � � - .c a 7JAl�J_♦l: e;�l_�ri7_-1.1 r _. I -� - T T T T � �` - l�11a11r�F�#�IW4lIAIla:! 'I � �>E l �■%■ - ■ VIA MW��i�l� = Z J V W Q Z 3 m = N _ 0 a m c ■ WW cc N w W N W } O ZIC H d W y S` L r Q T x 0 C 5 5ua 0 3 ; Z u 5 e w w o 0 Q "- 5 y 0 14-50 12t00 12+50 It+00 13+50 14+00 14+50 15+UU 10+0u I6t00 lb+O() I r+Vu 89 D 1173 38( 37N. 37( 36' 36( ..A.7 35( 34! 34( 33! SC46E'/"=20' I lq- SECTION 9, TOWNSHIP 2 N �ANG JEII W. M. i — — — — ` ` y N i✓ O d/J` J J` �(J j 1 /O� C 33..&TUAY/T ^N6W SG. M.N..vo. X 4- ) W. V T 37A. \ I I 2 fD/:3,�FU/S EXTE/y8/ON� SrA. Z/fo-.e6, ri'Rr. N 2P,c7. I ��. 9 rj�1 3T 338.44E /O"A PVC SLOPE»ion. /O P - 37 i EX/9T /O"sf �y cG SS P✓L �FCD /.a . _ ,S T �� ` \ - I 1 ✓ ! 115TUB/OU7 7_ EX/S7/NG S.S. cse n.n>/>iiir lt> O t IEX/S7/�/!s /C/W NE 1 1 1 \ I 1 I I \ 8 TOWNSHIP 21N. HA ��E�W.M. m rn ml 15 9G � LOC.4Ti*/ OF CN//7-M-89 / SEWED M. H. TOP 34 5 9 E. 3 36. 4 (ovr) \-ito-w-es7e8ox TOP 34 8.3 7 '_� i •r FOM [`JNd •• f� 1�[: �■ �r ow 1�: �1111• s 'sue 9 J i 01 11 Z J V W CC Q CC Z m = N O H G W ac 3 W Wn >- Ic O Z oc d W Z ' N 46 Q •!f cc J 3 d /A r a r oOc 17+00 17+50 18+00 18+50 r.U:•01 r .• 22+50 2 3�00 89 D 11 -7 N. SIDE ICU LINE �3 A4PAi.9G LTB" i k CRUSHED SORIeelCZ TOP COURSE o SUKFA twso p i" 40U.QSE. �1, &r L,Ey2SNE01y4VMiv /TYR ON S4CWLGYEe) AI, 4:04/E5": Ge6RAVEL BASE 304th ROADWAY SECTION "A" W. s EX eST. 6PALIND N. SIDE S. SIDE N. SIDE 304th ROADWAY SECTION "B" g.NSe COYKSE - �."GRAVEL BASE 4'}GRAVEL BASE 304th ROADWAY SECTION "C" 5 SIDE W. SIDE yet AV DUMMY MATCH FXIST.� e-e- aNIIS'.EO E �RpGrvb to, At.. rPROF)LE LINE I' i Ir c, C.CSdEv J 22'OP S P 6,4Fp 6/ISd SV4"t S!L cancsE 61'6RAVEL BASE LIP 4 wMNT ':T Q. PE -3" cLP iy 'g' GEFI:T cEleB GUTTER C c IN(a Ge. STO J 4 4Laa L. u PLwALK 4;GRAVEL BASE 116th ROADWAY SECTION 77. P,IF ANY. E.SIDE vAm_ 3 0 VARIoABLE e'-O- 11 � PROPEZTY LINE fiLOPE 002 FT/iT • MUCH EiLSTNG ,._per x • � • fYFVEYUY OAAM CEMENT CtNfa TE CRIVEWAY 5 TNIEN. SECTION A A, CURB A GUTTER SECTION -DRIVEWAY VISUAL WARMING D M O W i D F a F a O 2 a GU NI/NG sTr/n tF Q > NOTES: 1. RAMP AND A"TRMDHES SNALL SE CLEAR OF OBSTAOtEB -INCL. HYDRANT> POLLS& INIELS. 2. RAMP SHALL DE TEX7U.RD BY IMPRINF OF Marti, Guo WMA I/C'sP4CING. B. VISUAL MMRNING STRIP SHALL BE PRWIDED 4'WIDE BEfWEEh1 EXPANSION A140 SCORG, (CONFLACTgNI JOINS. 4. RAMP CENTER LINE SHA,11 BE PERPENDICVLAR TD OR RADIAL TO CURB RETURNS UNLCSS OTHERWISE APP.OVGD BY ENGINEER. $. WRAGN R.AFAPS ARE CAtJSTRUCtED ON ONE SIDE OF STREET RAMPS >AIALL BE CONSTRUCTED AT COERESWNDING 61 DEWALK LOCATIONS ON OPPOSITE SIDE OF STSI 4. ON ARTGRIAL-STREETS, IN GENERAL USE, FLVSH. CURB RAMPS SxALL BE CANSTRLSE ED TWO EXCEED PER IG.DIUB; IN OR PRGFERABLY ADJACENT TO TSAR BRAIN PGDESTRIAN PAINS. ON RESIOGNTIAL STESETS AND/OR WHEN UTILITIES "Al! IN CONFLICT OR STREET GAL"t, EXCEEOS 4O% CURB RAMPS MAY BE CONSTRMTLD ONE PER RADIUS, AT MIDPOINT OF CURB RETURN OR AT MA1U PEDESTRIAN CACTH. B. SEE SEC. 3.05, KCRS. WARNING STRIP. °DDD Frain. Wit prat. Sit SM. 1. 07 KCES AND APV 1C46LE DQAWINGS RCVS, 6'Base S«nOn 1- •3 ear M'M `6• I AM.r Esp.,- 2 -'J Bar rs;zz ev .pan con •J par eaT o Up, ...h ISM, Bass See". /WpN/Wnt at M «/l of 1M M« XOTCS: 1. CATCx AIMS TO BE CM oAUT AU IN ACCOXOMEe Ion 1 nsM+x GM +S s Asn ceSD MLEss OTxERN1EE sROYx M ELS MIX IN THE STMOMO SPCCIPIGTIMS. S. M AS ACCEPTABLE ALTERNATE TO RCA. YELOG YIM FAYIC YV I.. A MIMIMM MG M O.IC SQUARE INCRS PER FOOT MY BE BASE. KLOG YIM FAYIC I,A, CMPLY re ASTI M41. B. ALL REI"MCM CNST IS PLACE LMCMTE SMALL M 2. CWS A. N. MEGST WES SHALL Y FM",Y YITR PROOFS M MonaB55. DwCR0 A. Men A YALL FIRERYES M V NIPIMM. ALL PIPE SYLL AS IHSTASUJ IN 3. FACTORY PROVIDED RNO TOUTS, w W NpG MEW AM BE GROUTED 1F HALL 15 LEFT IN+ALT. 5. RNOCROR OR EUMM MOLE SIZE 15 IUUI Top PIPC WI[R 4. DIAMETER PLUS I. YSIM YAL IB LICMACSS. B. RDEAD YOMMS YY as ell ALL . SIM. 5. T. TRP NMIMM Mm GE vIN]stleD 4PADE To TSe PIPE INVERT IS 5' 00.. 5. S. THE TAPER M TRB SIDES OR THE MUST MM BCCSIM AND RISEN SZRIM' SMALL NOT EXCEED IH 1R. B. GTCN WIN MIKE AM GRATE SYLL BE IN ALTO ce 7 YITP STMOARD SPECIFICATIONS SAO MET to E11iMMe AEDU1 RESVyIS OF FFDFNAL SNAIL Y-F-BEID. MTM SMFAttS EAALL BE list... A Ae. a. NM-RpCInN4 PIT I. ANY C MITI., 10. FAME MD GRATE MY BE INSTALLED MITE PWOE DOIA 9. a WT IRIO RISE. CATCH BASIN TYPE-1 Frain. DO SESEC. 7.07 KCRS AND APPLICABLE DRAWINGS KCES.D \T RIFY s«NM 1-•3«vent for vefa 6• IL'o UP 2 - •3 BUr nee. far P 6'ReeUCRw Secfl.n H'- 2 - •l Bs Inept ` •3 Bar .ec •3 ear Ant `3 ear eta DIN 9 K� nw Q mw > L! R 9 l Lo" m ISa MerlFAt W 411, MI., For Me -1 BKK OF SIDGWAV.. In ppeA wry 4'TNCK CGM■ILF COKREIE 51 DEWALK L ro•a 1 SECTION A -A «e.. ages soot AppROVED RK8 Area.t Base SAM.. (waWrN«t at 1M h-) the pOn rolls: I. CATN BASINS TO BE CMSTRBRe4 1. ".1 in SAFE Gn B "" cege M o. OCNEMIIEB $APED M "S M .OTM IN TM ST . Enf:I11GTIOM. C. AS M ACCEPTABLE ALT n W REW. a.. YIM PMRIL SAVING A MINIMUM ARµ aF O.LE AMPLE ]NGES PER PODI MY BE USED YELDµ NIAE AAYIC Sent, LTIIVLr TO ASTN A1.1. 3, ALL REINFORCES GAT IN PLACE MIME SMALL M CWS A. C PA CAST WES SHLL G AMNISXm NIT. C.NVIS M MOCROB}5. MUCROBTS .. NEW A WALL LNICMMS OP I' eXINM. ALL PIPC SYLL BE INSTALLED M P.RORY PROVIDED ... MSG RIIaCAM $ MG AR M OOgRED If YLL IS LEFT INTACT. 5. MaLROUT Y CUNUT BOLL FILE IS to. TO FIM qnE. DIAMTG PLUS GTCN WIN WELL "ERMSS. B. ADMNWTS MY BE M ALL . AIDES. µpµp WAY BC 1.. Le INC. n1.UD:TG ROUND M •a. ss.YC. +. CATLN WIA FREFF AM METE SW.I eE 1.ACC.NGMS orx SIAMMM sI•CGPIGna15 .Yu ACLT TAR ETAe.DM MI.OEENTS OF so= SI.Ci IIISTION M-A-et10. MIn. "µFACES SHLL BE 11.1. TO MSIIIIC PDX-AOGIXG PIT YITx MY COVµ POSITION, A. FM tVµ M TAX SINS UP FAR PMWT WE ECRIOA AM RISER SIMON SMALL NOT LRCGD All -in. I.. AWARE AM GRATE YY BE IMiLLLG Ylry IYiE leas a EAST INTO RIsG. CATCH BASIN TYPE 1 L 10. 13. All "rAary & water system work e■1 be In accordance with the City of Aubum Standards and all road work and storm shell be In accordance with King County Standards and with the •19010 Sfadi d Specifications for Road, bridge, and Municipal Construction- as )drily adoplad by Washington State Department of Traresportatkln and American Public Works Assodnbn (Washington State Chapter); and all work most conform to the Uniform Building code, 1985. Any water and sewer revisions to these pals insist be reviewed and approved by the City of Auburn prior to any 1lnpemermlion In the Red. Rood and Worm reHabns must Ilkewise be reviewed and approved by Kklg County. The City of Auburn and King County shall be willed 48 hours before construction is started. A copy of these approved pans must be on the job site whenever construction Is In progress. Existing traffic on all roads shall be mekaakled st al times. Connector shall noisy ergMeer In the event or discovery of unsuitable sells, or discrepancies hem the pans In existing conditions. Slopes are to be stabilized to prevent emakin. In case erosion occurs on cut or fit slopes or In ditches, Mining Is to be provided as specYled or as requested by the engines. AM fill areas shag be cleared and grubbed prior to filling. The contrador Is responsible prior to performing any site grading work, to drake the low lying areas where standing water Is magnaed. Excavating shallow temporary ditches may be used. After clearing and grubbing, stripped sofa should be stockpiled and processed for later use as topaul or BI In payHed peas, but Can not be used lof structural WI under buildings, paving or the teonis courts. Prior to fill placement after arlpping operations are competed, the stopped areas should be prod -relied with as minimum of thme passes with a heavy 20 ton vibratory roller. Gearing, grubbing and Shipping of surface organic soils should be accomplished during dry months of the year. If these Operations are accomplished during the wet months of the year, the depth of Shipping may be increased. All shipped sots will have to be and cited before musing. Some areas of excavation may expose burled topsols with orgaklc and/or logs and debris which may be unsuitable sa(aces. These areas may be surface raked and deaned or ovesezcavated and replaced with suitable III material. 14. Existing naive granular "a (except top") may be reused as structural fill; prcldad the mdsture coolant of the materiel Is adjusted to optimum for conpactlan. On-sft. materials may have to be aerated and dried prior to being used as structural III]. 15. Imported structural IE materials below road gravel base, Y deeded shell meat or exceed the requirements of the WS Dot 9-M.9(t) specification for Defeat. Such materials are nil expected to be requited. Is. The contractor shall protect on -site ill maerials by daly Meeting with a rover and ensuring that no Standing water Is allowed to culecL 17. As c"unction progresses and Yleuparted or seasonal conditions dictate, the permMee should anklclpate that more erosion and sedkneltalbn control feclfties will be Tecesaery to Insure complete S■ation control on the proposed Me. During Be, course of comet Notion. ft Imil be the obligation and responsibility of the COMlacta t0 address any Flew' conditions that may be created by his ActNRies and to provide additional faclitles, over and above minimum requkem s. as may be rMeded to protect adjacent properties and water quality of the mceNing drainage Myeem. 18. In any area with slope greater than 2% which has been stripped of vegetation and where nc, further work is anticipated for a period of 30 days or more all disturbed areas must Irrmedistely sabilized with mulching, Pass planting or other approved erosion control treetrrent Applicable to the time of year In question. Greve seedkg alone will be acceptable orgy during the months OI April through September Inclusive. Seeding may proceed, however, whenever ft Is in IRA Wtaesl Of the contractor, but must be augnsenled with mulching, netting, or other treatment. 19. A licensed surveyor hired by the contradaf ale! be responsible for Held locatknp the work limas and establishing Hose boundaries with bright colored flagging. The contractor shell dear to the limas established on this plan and Ragging In the field. Z J F- V W Q V ''moww vJ p a U c W ■ H W H O Z T O LL J � H W G M H 1. Attend pre -construction Fogging- 2. Flag Rghid-Way. S 3. pear and grub Right of -Way not cleared. ~ 4. Rough grade Rights -of -Way. Q 1b U « 5. Construct sanftary serer main. 6. Construct aomn drainage system. (O(� (n 7. Construct water min. UO Q O M 8. Construct road bases. pavenMrR and concrete work. = m N 9. Hydroseed and mulch all exposed areas as noted above In Note 18. Z I -a J 10. Recheck and TESCP facilities when Rgntd-Way Is considered to be stnbYRad. 7 W to ono vEFmM Dr 40.1 0 o It sit NOTES CUtcn Basins to ere c0m"tr 'ea In MCNapne Pith ASTM I- me M. w A" pN Carer C 478 INASHTO M 19911 ASTM C SM IWNS.. afnerPln Mae, No p• Wesr err AU1-1-1 SAcdon pare or noted In the Standard SpaelnoaHons. `� Nonanlde In deer o adj.....a+ see,tn emo Torre 3- Jr. ,br "Ova' cbormce: Steoe In batch basin e1nM tan 6" minlnvm cNv- rat . eavr enw. No A+.B. are reMlrea as •B' n .' or bee • v EII relntorcea ceef m glace emcr.t. WM be (St. A. pr.I. I COM'ret. enoA oM.'n 40M Me 26 eels. Is' alem.rer fiwge >H Jobber Pr..... bane. end! be 11rlenea .oh curou.e or knock- outs. AMaktat. Mal nave o NOR.nickgee of 2"mlmmYm. Mrockour Or ouraut hole .,1. 1. eaua+, gip. purer Nen..r w••F SY• / III ca.cn beam .on rhIcknee. Ma.lmum lo hasu. 1. %1-Par .B"eoeen .In, .Y'ror Sa••.afen basin YIN;IA.n NsrmeS berram FORME. 1. 6•1. FrwM wM grate or rim aq paver AIK, be In p0vpdence .Mtn S'UraVd &a.aNIUMIgm a g mere. +m reoalrmen+. of Fsbra SpSdticafbn RR-F-620. dMIN, Sur- f«ere What be flnl"ned to Mur. IIMTpCMOp fit. AN base reinforcing ANeI no mil.. mbMY. YINd Strength Of 60.000 PSI pro be pocea In me Uperr MH of 1M ban Atha r minuene Morence. The b..... .f the oreca.. catch Bourn enr be roaMed. • binfaiOwilnl For ere+01ls "*"I frontnt s aRra+e . rim,n am UP, . .tan ln..pral rwn s+anaord piomer n Vera Frae aW crate hca+cn m.h pM alb SO IT In .«n Nr... lon for ee"M kXe+'' pA 5g N/Fi In 'Re fa P"M Far details eho.lm IUOder....... ha,drdl and rep Wb As enb wf.0rd rIW Standard Plan 'MISCeHameus CO+cn Basin DetoM'. Lravp 'a11 pas BAWep, Frans and WM8 may be Insfoeed with fbrg5 diem 0r we 6-w tt n IIF- prnaAf Into Iev. - 6AOTT. MI In p«A or ..poor. Preen+ pen (il'6157 0230+.AI po, ll.oa+e ewe r- MgA 0 woo 1 .,h alnefM + r , p1A SO wsi In .ant dlrewlan .or Se" MNNa E..Emo.lpnepone9a. BAorhq rWe .sues 33W •IT2xMMI - «..-.. :Na `NTo a �sSY eM.*w ph�-M W CONTRACTOR TO 3 USE EX15TING 1 1-14,I1-BOXE5 4 F05T5 UNLESS DAMAGED '/• ...... DURING REMOVAL FOR. 11..1. In MY .w NSR Was. err E. wwMn. MAILBOX MOUNTING K7S SLOPE O.OS F >< NOTE! TOP Or CURB db ORIVEWAYS. DEPT. our PUBLIC CITY OF AUBURN �Q pNA� E�a^� CEMENT CONCRETE 'Y '�h,-- Nr_INEERING DEPARTMENS }6I�t CURB 4 GUTTER. CATCH BASIN TYPE 2 .y77S. TNE6E PLANS AREAS-.9U/1-T AND THE /NFORMAT/O/J SIVOWN APGURHTEL Y R*-Z-5^TS e�r/EnF/EGD SURVEY Tg9TAs 46 WAS 0/1�' TH1S iW,p7EBY MER/WeTf1F_R LEAPflMAN, /NC., LT DE# 462 �/� /GOa STREET, Q'�TNELL, W9SH/NGTON. HANDICAP RAMP 89 D 11-73 /aNCL,,{YT SCCT,DN COMIACTFO 3UB0DAOL- *F TK: ?aG CLASh A CA) -998 Rea (•aid SPA b DT whet. S' CITI. ,is pl!!GieD !•' OI.+. nPC �• •AST ram• 04 2.( MINUSES!. epee[•) wllexe. KClwReD..Wol A•+ RR!CTeD 5T CTY _ EY fTAIIECYR6ET •Jfi_GTI I1PC O.D 4" IU. AVEME C✓TTING MOTH 'AS'. - O CON1a1CT•p OYOeeAoe .. .. D IK TRCYCII MGr.- „y.' Ity SrDDIY04JYeFAL'INq 3nNgs c . •e '•4...• 1 (••• •P•a•.) wMR6 �%' AMMOR A• P[•GT•0 KVWV PO r�... 1 s•n1N •: _ .A (LA■/IPH (MLMe� TYPICAL PVC PIPE TRENCH 91vl,rO b/IT/AC IND ALL l KKILL SMALL 55 CGPe5CT69 TO 40% OPTIMUM DlpMTY. CITT OF INGTON AUBURN WASH_ 't ICR nP5 Cov%- LESS TNIAA D I.%I • TIPC TY!NGN sKR- PM1L 9 ALL Y4 N NILIY! CR•JSME9 20ce. F+•,[HALO4Cr/eeIUOAD/e&SYmrrP TOTAL TQeYCN OTN HFb✓ UC&O FFGY TRI OF JO YeEAO4 TO 60rreOMPTIFACM "7 TYPICAL PVC PIPE TRENCH IJOTEI 'r.IRUST reLOLK s4ALL BE PLACPB IN TNNLN tPLAvAT•B b IKIIOTH to TNNT IT si s ON UNOISTUeeCb Ron, IN T1,N AH4YNT SND%A1 IN 1A■LrE Red N LON<tGT! T\NLUST 6,04WIN4" 12" H 7 TAP 4 A AI Ly a • b . be. PAEADINS AREA. 7 i (TTv) s�q"TIE DoDS TIE BACK THRUST BLOCK L= I.5.0'K N■CRISIS, •NI.LL SE {OWL OR i. btCTNl fete eA.eel-0ON Cie PSI I.•K TfAN ONL NIiP fITODyOSPrI TYlT Oltee.•M.e. fellOM MILIO YYNI T. Y.r( W!. NRING MRINL A A Os IY Mi6 (INGNEii TN• 4 •O' A;• !, PLR•NB5 tNtNV OBNC ■U! Ili 4• eUwv 1000 Poo evil. 645ARINi 6TCa16T4 • I. �: I.TJ� I.O �..0 v • • �O� 14 • • 4 1 .o IG,a • 4.LOt a .9 ISOO POP E71L SeAKI/f• eTRGNbTit 1.0 i.0 I t.0 1 1.0 1.0 '.O I .o 4, L A I.- -.5 w KV 1 ^36 le-0 I -• t 30 I I lHANM1IM •lJ.Re1G ARPl..L'1owEp K Z550. FT DEAXVN AltP_I. IAA. o. Itevur�v+usll+�T=ItDO•^Rlt QTT OF ' AUBURN WASHINGTON e Exb T■BTi TD CONFRM K%G boll �GARINCi GT;ENGYI.. WATER MAIN BLOCKING PR ■KLAST IyF oR yf. NlNus (are¢ rptx.SRN v.MeRO ReQu1REV Swoo4ll •' As AR leO eT nee o.D. ♦ �' MAK. MY VTN) TKEhXH BACKFILL.• ill Rtc-+1T = oF-WAY IF NOTE Revls IV 6/17/ee Igo ALL 604KPIU1 •NP.LL Be Ca4PKTtO To 9of. OPTIMUM VENiITY. CITY OF AUBURN WASHINGTON It d OEIIUG I C21561AIIAet OeOUIe FO w.,er TOLL TeFNCN OEITNMFAJueCO FeO TR,OFjNA&4"Df To IOTromof Te!UCN excf!03 46' TRENCH BACKFILL IN RIGHT-OF-WAY Pipe material and It. as specified on plane R Brre RIND D 1 ADS CAST /R&V RING j C"V x CroYnd L Y O� ivldic-�Srl_._ Em'f L Concrete Fibre Joint Class c Pecklos N Burr lit - Pr I1`Jll i Claea C Concrete }_ RxR D, eea role In Un. Ryl.!• i . A3 MN'n s war , 1,. 3.. ________,ref• vix♦ '1 - Nndiat6rbed .it 8" 0 CLEAN OUT i 5Y�0, M.V. 0. HYDRANT W ZZ O V z O oc .EeanT •fLTGII 3 m = N SANITARY SEWER NOTES V -rdY OT CNFa�EE: ft%TD TO PPRTY LINE: O -1ETER 6OE(t. ��TV [>G FW TIT[ 0, COTI TO rift" RTY Rol• O R. te, FOR i'4" METER AFID beacVlGe WITH C KVDFRRION 1. AN workmanship and materials shall conform to the City of Aubum's requirements and OaIVIRRrO line ••e-10 FOR 1"METER OR To IRON PIPelluteAV specifications. / APPikOVG,D EQUAL Caury.ING, MueLLeR N-1e45 oRAPP,tov0 c04A4. ( IF 41 ugwel_E To w Ne , PLu� 2. Standard Spedllcalbns shall be 1981 APWA as modlled by the City of Auburn. 4w • rJ'L.ruve[• • WITN GALV. PLY!) (via rLA.) eN•e• [•QR GRYO/RS Af M4�RD K :a •` z / LORP. crop I 3. A copy d these approved plans shah be on site during construction. ■ w Q 1 L 4. Prior to starting construction, the contractor shall call ONE CALL (1-800-424-5555) for utllty W EI locations (water, sanitary sewer, gas, power, telephone and television).MOZ. it ■ (••n■ •P�•1 wr�rle c■rD. _ T_ -L _I 5. Locations of existing utilities are approximate: It shall be the contractors responsibility to O'Be` AN•S��Diw TAB' "- "g' r°y determine the true elevations and locations so as to avoid damage or disturbance dud PRaPIaRtt 4N n0 °'L) r-1i "'L"'•i:Y,.7 �•� PLAN construction. / /� ■ M5{t LU tW vYID/Pl L'n14 • aIR•G*•D tT cl+< p�A•p a'-0' PRVM bACKOFcuaB ro MEY■R 6. Existing pavement surfaces shall be sawcul. lull depth with straight, uniform edges. AN )lints .'� FOR 5' elvnwALK betwen the new and original pavement shall be palnted with asphalt emulsion (CSS-1). F.4&"FROM PIP! YI �^ LU 24'S pACROFCURDTC LM TER FON.7.9'SIDEwAEK<METER PLACE IN7. Electric and telephone Ines shall be In a trench with a mmImum horizontal separation from other Da �• i 9 _ _ utilities (sewer, water, storm) of 5 feet. O 8. All construction surveying for extensions of public facilities shall be done under the direction of a •�• At 1-E CNeCK VALVE licensed land surveyor or a licensed professional civil engineer. nlrrN FORD •r11rb4-92'S oR TY Ie 1 LAL CONCKT: D.L. FI PE TKE-NCH IV( E CR APPsoVEP eQY L 9. During construction, all public streets adjacent to this project shag be kept clean of all malarial 10 i k. deposits resulting from on -site construction, as dreded by the City. vo coAWN LE VALVE n 10. Sewer Ines shall be laid to the grades and elevalbre shown on the drawings. p - ic.ELL. «lu l_ e re STOP O TO ribs; Oe-I3Autw, pEl3N1TrC. 11 . Side sewer shall be installed from the nil sewer main to 5 feet be o the properly Ina and shalt LL 'ITT or Cx`FrVSt PIPe Y Y Pope. AUBURN WASHING TON be ampninum 6"in dameter with a l%minimum slope. . 3.91 a 4 Ce001.14 Aar raOWero .149 ♦ ^ 1r TR[NCR' 04-Tw 7ZASuC=1~ - - 12. Side sewers shall be Installed, where required by the engineer, using commercially manufactured Y / ■ TOP OFS "Ateoe b 667T, OAJIeAIOr f tees and shag be J F ErCs"z �• _ plugged ids ewers s watertight plug. marked )pints shell of approved libber arty b a Joints. (The bcalbn of the side sewers shall be marketl et the end of Iha lire inside property by a INbrgLL T'Pa'K'cwPER CITY OF pressure treated 2 x 4, four feel long burped In the ground a distance of 3 feet. The lower end - NONiVN IECTWEW 14 COT AUBURN WASHINGTON shall have a 2 x 4 cleat nailed to It to prevent withdrawal of the stake. The exposed t loot shag be Q JOINT! orreK BN CORP. slop f e1zsElTER • - painted trafficyellow and the depth to the side sewer or lee shah be Indicated Inblack paint on e 2 ue"I"l [0"FICE 1ON.Ioigis ovLY x 4). In addition, the letter'S", 2 Inches high, shall be neatly Imprinted b iM d the Exurb Folio coppell%. TSR 3A4.91• LINE WATER NSMETERLL a top L W/ PACK JOINT COUP LIHW SERVICE LINE INSTALLATION before the concrete hardens t0 designate the side sewer location. TYPICAL CONCRETE & OR APpeOVEv EQUAL ', 1Ile IL• I Old, METALLIC %LIPFORT T� 13. Location of siftupon sewers shown are approximate only and may gi changed ex required during W O D.I. PIPS TRENCH TI■011dl BASE Rlua R[Gu111ep. ENGINEER DATE t( caetructbn Upon authorization oddly. Contractor shalt ratify engineer when exact locations are Q determined. naa 14. Contractor shall obtain any necessary side sewer permits from the City of Auburnprior to VI SERCE LINE EXTENSION construction. . Q 15. II shag be the contractor's responsibility to Insure that no aorilcle occur between sanitary sewer W _ t lines and proposed or existing storm Ines prior to Construction. ■■ 3'arts. pAe1 2-1`WLK FRleT ilpON• Q lib, All PV[ - _I /2LUNIgJ P'PI..9 s1+..11 be ASTM D 3034, SDR 36. rOvht HNIKs / I� STRN MRLLER t f CONSTRUCT Ge cvNCRirE SLAD, A'e4: SCLUAV-1E EWQ /CfJNTer-ar ON HYDRANT, 1F HYDRANT IS FINISH PAVEMENT SET ISEIAWO SIDEWALK OR ELS6WMEWILS (AwWA 'C• 600-77) ' rCuR9 4 GUTfeR CIO MIL PLASTIC SHELTINCP " OVP_IL GRAY cL ,0,0 VZ. PIPE • tif. •• °• CONC. DLOCK 4DNACKLE RO OS(S) 12 WASHSD GRAVEL NOTES: t) WNERG NO CURD GUT'-R \S INSTALLGD, FIRE HYDRANT !HALL DE L.IX,ATED (IN RE-_A7-IOR4 TO STICG `'l' C=NTER L\NE) AS INDICATED ON THE OKAWIN6S. *INSIDE CITY LIMiTG 4 AREA WITHIN FIRE DISTRICT ND.44 HYDRANTS TO NAVE 2-2V2 N.6.T. HOSE PORT 4 \ -41%2 Ns.T PUMPER PORT. (NAT'IONAL 6TANDARD THREAD) S)MEGA-LUGS MAY DE USCD IN FLAGS OF SIAACKL.E RODS WITN PRIG! APPi[(NAL OF UTILITY ENG.INEEC� WATCR DIVISION SU/ER.V ISOR. FIRE HYDRANT ASSEMBLY CAST IRON VALVE'DOX !e• v`cw LIA.NT WEDGE fiATE YALV?= CAST IRON TE= DLOCKINCv .N6.E JOINT NANICAL JOINT WATER NOTES 1. AN workmanship and materials shall conform to the City of Auburn's requirements and specifications. 2. Standard Specifications shag be 1981 APWA as modified by the City of Auburn. 3. A copy of these approved plans shag be on site during conalrudion. 4. Prior to starting construction, the contractor shall Pall ONE CALL (1-800-424-5555) for utility locatlor■ (water, sanitary sewer, gas, power, telephone and television). 5. Locations of existing utilities are approximate. It shall be the contractors responsibility to determine the true elevations and locations so as to avoid damage or disturbance during Construction. 6. Existing pavement surfaces shall be sawcut full depth with straight. uniform edges. All joints between the new and original pavement shall be painted wilh asphalt emulsion (CSSA). 7. Electric and telephone Ines shall be In a trench with a mininum horizontal separation from other utilities (sewer, water, storm) of 5 feet. 8. All consiruc11on surveying for extensions of public ladlilies shag be done under the direction of a licensed land Surveyor or a licensed professional civil engineer. 9. During construction, all public streets adjacent to this project shall be kept clean of all material deposits resulting from on site Constmction. as directed by the City. 10. Pipe for watermains shall be ductile Iron meeting ANSI Specifications A-21.51 of latest revisions and shall be thickness Class 52. Pipe shall be cement -lined, in accordance with ANSI Specification A-21-4 of latest revision. 11. AN welermains shag have a minimum cover of 42 Inches. 12, AN valves for waterlines shall be resilient wedge gale valves. 13. Joints, except where otherwise required or shown on the drawings, shall be either mechanbaio boiled type, or push -on rubber ling gasket type, conforming to American National Standard A- 2L11. 14. Hydrostatic lasts on the new pipe Nne Shall be made In accordance with the "Procedure for Water - Pressure Testing Water Lines" and the latest provisions of AW WA C 600. except as mudeed herein. All equipment necessary to make the lest shall be furnished by the contractor, and the contractor shall conduct all tests under the supervision of the engineer. Pressure tests shall be made on all piping and appurtenances Installed under this contract, Inckidng all connection to existing mains al a midmum lest pressure d 200 psi. is. Disinfection of the new water system shag be required prior to connection to the existing water lines and shag be in accordance with the least provlsbre of AW WA C 601. 16. Installation of corporate slops, water services, lines and meters shall be per City of Auburn standard delafts. 17. Services shag be 3/4" type K copper tubing and the City of Auburn to Install water nelers. 18, Blocking for vertical and horizontal bends shall be per City of Auburn standard details. 19. Fire hydrant assemblies shag conform to City of Auburn standard detail. 20. Contractor shall oblaln any necessary water meter perrNls Irom the City of Auburn prior to corMrucibn. s n'f- Into cDeSt"ID. 10. 21. Allvalve boxes Inpublic righl-of-way or easements shall be adjusted to final grade alter final paling NIRIIIW YANINL[ NOall, t'4l[ SABTART SEWERS [� •' St ex \'rIs IA.n..1 ttwLRL 2 Is Complete. i _ Y ARICAtr RYFR ® i - ^ ri ` _k ualRxl :K aY DAr•Ao sA[I a-s -uuD1ER H IPl �'ti/rr hnl FIELD 0e111RAET CIANDIL• L"FLI OUTSIDE DROP ,a tie rweDr,NE R.I. DETAIL iL r• ;.t. w.m THESE PLANS AREAS-1BL//LT/�ND 77/E //Yft'7Rhi4%/O/✓ 3fKI6YN �NAE tL0°'NF N.1111A` 17CMV7ELY REFLECTS EX/6T/A49 FIELD COND/T/OHS A3 OF TNI-6 047E TF/E FIELD SURVEY C47A W08 GATHERED gY ME.R/WEMER I eAC•NMAA/, INC., 116W /60� T g7l`PEE ^C 1721/ELL, WASiIIN670N" TYPE 1-48"0 SANITARY MANHOLE DE# 462 •ELBOW PAKMr. IYttANO xtTA1NtO ,TOAD ON W' N.eN FOILpRA,N E! cVATIoN CITY OF I, `'✓`T AUBURN WASHINGTON (Zt!'W4ti LITTbN - Ito' I D'ON S�CRTRW`I TOR'_O(M " IN -MG CJYNTY, alCWoeF To .0 ABON't S, DSALA ,te •.OS , aTLR IF NO Roq.l {5 AvgtLAMe..IN•fALL CYW..T IY DRLN `N1TM 3M.JwOPP IN P,4 oVBRCISNiT. 1_04.A710N c1UAU 2" BLOWOFi: ASSEMBLY Are con,. .." Corr t'1 Io I: E.......LERLRLe NYIIN.1. 41. i N NEml: LIB[, ALL VLA[\ RILLR lFC\IOML al\11 A lip LUt 7r IIA tt� =loll pre NM NNrA uo.c vv. N. / �r-n. -••..� dC Sec .YrPa, I.4n•Ye bullion (Jnt�a Concrete Encese' Drop Connecilon Lw Duclllt Iron Drop C'onnectlon AS -BUILT k144 L11, ci% *Ik v/•4 4 """' • APPROVED .1 tiF 'Pp ••• • r.1E DEPi. UP PUBLIC RWORKS N •OPq Ff ONAI CITY OF AUBURN ENGINEERING :)EPARTMENA m 89 D I173