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HomeMy WebLinkAbout80D791SEe /6 , TWR el A.(,* R 560 W.Au v mw ow • rr • � 9 • w x (Mix AV x FIA) I-8'TAPPINO W YE ()lOB=M✓) Cam. &Ia X/#9 \ 1EIc44MI9 8"84TEYALYE X%ceT JW,#TS X 22%r° C.! 3ENDMvxAUI i k A3 AM(X/1A 0 CGiAC' BCA!'1r/*6 - \ \1 ^M �_-- &WY MARC: AWA&C AT /NTEeSMAON $E. 380r#,5T. s //2r" # 8.E WEST R/M EZ. 348.P8 34TUM: CITY OFAUBURN MITARY SEWER AwHaE am* /- 8'xP2 A •C. /- BEND (MJr#J) /- 8"C. /- UP (M../) N/2-!. PT T,4P 1!YWG. dC(aC'A;iNl� /-2' &ON'-�FA33 Y. 00 e"Me &.00 Mcl �, I \ �g 1-8k8'x4'C-172WMxFWt)W) .��-I-8'84TE �iCYE IKBxN.I) \ 1-416647E Id V6 (At tw) 37 I I-8'CI A04PTO? (RBrMJ) O'er':. BLU IGA9 3 4 S\� 4ir I aw.F.-g'LtL? T( \1 / Mxex4'we M 4W*V✓rrZ&, �\ /-S%"MY.Q IlKhlYQ .4ssy 1 I ��g4mCiN6 4 Q /.P (MJrMJ) GE�E'ND —� ApQPTER � scEEVE ,t+ TEE x jr BEND A eoA4e. fip R& NYa i BCOW- o'cr ® VA vE --O WAMR 3ERV/CE C, REDUCER t P 60377NB WVE i 9 - - I 4'.. WYAt/) Keel PT. TWO /3 /-��ro�r-ct►�,�ssr. 9 SEC /lo , TWP 2/ N , R 5 t . , W M. AIR tVAC RELEASE VALVE N G !0` 25' WALK J Z /'M/N �d'E4�00NCE � W /0' cl NYC. U e. I 4-7 IM25=IZW� 0 W TV M41N TYPI&L AW swnzW 3G 32 �� 3/ 30 27 2(0 \ es 40e I GPuic/) wle-.: PTT* • 4'C./C4Ptt1J) w/e'iPTT.i /-d'x8'x8'GLT�E-(FZO.rF(,�xFl13I-.9fl�PUNE � � /-P'BCOlYQFfA33X ; -� 8•G'47FJG4LYES(R6GXNIJI► \ e9 ; Ps C dLQit7N4 1 +/-80e- AtwPT6P(FLg xM l I CLWC. SKIM !_g`8=4�r rFEIFr�) 4 S 24 S I ) / 8beATE Aa6 Ocza MJ) I t I I 1-46WEIWYE(Rog aE hr„�Nr�3/moo FaW•f�J)) I ° ` 34- u ' 4 Q/. — ,, CZiN� BLIk'iCG'bis x6w417Ef 1A QxA Vx FZW �\ � i � � I /-Sfk•�itY.QrF1AE'HJ'Qd33Y. BENO/'AUrMJ) dCdICKi�bi4 I i /7 /B /9 20 2/ IQ ! c�FLECT�YA?s AS ' I 33 ?� 3 ` 3 REMOVE EX/3T/N6 (ow P-eafmrCT _ 6 /-8•x9'x8'C./. TEE': (r7$rRrxRGa ! .. , .... ... /. aiICER(ANAIU) t �Z-8'6�4IE YAZ VE low.1fM✓) J30 /4f OPONFA c A(9rZ5 l- &L WOW AND hOTER/AL3 ,9W LL &WFQQM TO THE 3M 40403 I OF 77C&TY OF AI&APN AND DIV/31GYVM OF 711E ' 3TA/YQ4R0 9PlL'/Fe4noN3 Rw 4K NIU' ML R'.l c W WAS CiaNSTRUCT1aN; WASN/A570V STATE C MP7FP AAAFR/GN R',IBL/C WMA-8 ASSWIAT/ON 1977 43 AA&5 BY 7W ST,4TF O'WMWINOMN, DEPT OF $"A..00 hC&M e ME'S. 2- THE C'xW794CW SHALL "IFY 517E LOURON, AND &EVATILYV OF ev,57/N6 UT/U77E3 PRIOR Tn (Dih7 tcr,6N TD 4VD/D aMI406 OR W rORMNCE. 3- AU D MU. 1AN AW 70 BE &48S 5 MVFOR4170 AMERIM 37D. A215/ AND BE 81TUM/NOUS ANn CEMENT mac -Top . UNED. WicW SEMA& 70 BE &433 C. (4PYVA &4/Y NC (oP) 4- NYL?Wsur/C TEST BwwL 8E /N AwORCk1NCE WITH AWWA c6m. ALL IFOUPMENT kF4901AC A59 TESTING 70 8E SUPPLIED BY CQNTRACTQQ i) 5- N'A7ER AWN D✓3/NF£CTIaN 3HALL /iE /,Y ACCQPDom W/TH 4 WWA C &0/ (o- ALL 7ESTIN& AND CONNECTIONS 70 EX16T/N& MANS SHALL 8E Act OMftJWc D /N THE AWSEW Or,4 RMCSOMr/VE DF ''ME WY aFAUBURN 7- ALL NECESURY PERM r9 TO BE 08TAIAED BYTNE CaVIRACTOP PkIOQ TO C4N3TRUG P0N. 8- ALL. WATF-R SERVICES 70 BE *4' CpFWR /NSTAUED 70 (o° Mt OF IdgI t MY QQ 5.5' W t' uF CURB. 4ND A/yW STOP TD BE /4' &LOW CURB, C'ORi ORATE S rON TO M REUER0*/!l,,&W-14,M6W,4A0R0YfDC0U&. 00 %UB/NG TO g� TY&r K AND ANOIE :gTOP TO BE MUELC 5- MA/N3 TO BE /NSTAW W/TH 4 49N/MUN CDVER OF 42" W &ITY Dr AUBURN SPEC'/FI&T/ON3. EX. /0- WATER WT�f;?S SHALL BE LWAMD A MIN/MUM OF 2 FEET Ff; IVI AU- DQ1VEW4Y LOC477ON3. ll- ALL Fib i41:44NTS TO BE f�P CITY OF AUSUR/Y 3yTAyyNyQ//4��/1/Z�D/�5���AAD P�C1FFk!lR0NS l WCLLEiP'NA'WAt &h O WEE 556 0600") 2z MJ) �.• s � oAteula:�� TM qMWWo HAS sMM "Evow To coWoR++ to wFonw��+ lIE� ��ILABLE h w r I FI OWT 0 t c . � %ee rr ADPZVED FOR CLyY37fW7''1L V l.a,.o. vol _ 'S —. D4TE -- ' Grr OF 4USURN O D-791 5H-Z q N �Q Q �; Z C C Y v 1 7' 2 oI I 1'M/1V CEMENT CONC ROLLED 5 �� \ --, --- CURB AND GUTTER r ---- —j ' I it L 1* MMPT DEPTH, CLAM uB" A5AVALT C!7WCRErE S CEMEk7 ,� 7„ M LY�+lC. Nf4LK S.' E. 3Pl sr PL . //t ��� L— / , M/N. COMPr DEPTH, re. sarm IN6 ) TDP CLx�st AMEN" CCNCRf I `l NATIVE .�� EXTRUDED CURB PLANTEfP N29"MIN COMPT DEPTH, CR. SURFAC/AG, BASE COURSE GRAVEL BASE, CLASS "B'I, MAV BE RLWRED FEND/AG SOIL CONDIrIDNS BOND wlrti " ROAD SECTION ~ SE.32a?avn Sr U- 3%0#00 TC ST^ P#574OPC ACJ SCA[t oa �pCoe v^G ec�V o2S L CTC'r; co e,. Sf� ROAD ''ECTION MR PAV/N6 ` T --- INDICATES TRAYS/t/AN fpaw VERTICAL EXTRUDED CURB DETAIL cuRe >� RouED CURB. — NC) SCALE n'AK; NO! ,�.;� I PROMSED =UTURE RWD Val LNYE ti 13% c'Q e4 ` a� CIO' SLA"f f XN5rtXr10N EAlSfMffr /NLfr#5-AJiro, 'fit WLTZJ� _ - t REQUIRED as - - - - - . — -L -• - - - - _ �t lo OWN J0 oil, \ I Arc Ark 5'RT-... 4*T9.30PT. - Im AS SNOW v,i /7P'L7 -G•Op �� ` 3±5Q73 PT `, 2 AW *¢A I � :•. �► � i i 1 /� �, �- Q` Rt'E Z - 7/S6 i ��- i I CA 2 I S I. 3 `Ez1S711rG /?tee '¢. J in as It Ix NCGWP WI PF S.E. 3MeND Pl. i i Ic LY' "ice 377V IAN J75 91 <NY) INV 375.81 (XIT) 5CAL -1 : 1 " = 50 , 9. BENCH MARK MANHOLE AT /NTER5f:TION SE MPOTN Sr f 11?r" PL Sf. MST R1M fl 34809 DATUN CTrY OF AUdi)RN SAN SEWER' D/STR/Cr 10 10' SLOPE AND 5' 17' ter' 1V5rAtJCr1(W fiAf I R£OU/RED a z ter. �JK C) 06F•SE7 rfrl 6RI rf -Z T</AT 4E,SMk.TOP /AxalrAw mY/Cf V,15/9.,F Ai EG aE QF 4g5VA!S A,Vu D14fCTLY OYf,P ME LMAW OfFSU SUID Md LID 50 NOT �. 11!l WMR! AlUdrA9W XVICf 15 YK-1 U Ar fM OF OAM MY6 -- chew: CV0* CAW/" S[ACx IMEN 6AM is DOWN WELD CM M CO FRAME - 31D GAL Cd L4WER MTEPS— r EL JaB? MWEMW CLEANOV Gaff M17N /2 SA SUM — 5'' MAX GAW MOAEL 00?-IS" VSTR1L'Igt (C430W CULV /NC 04 MNV) NEED le 6A &DTW PYATE `-?MIN ANITN 50A. MOLf Cff /N RAW - - • WELD /PGA Born RATE - M/TNWAIA VOICE CUT /N AATE GQ 1 Amr: ALL METAL mm AND S(APf&o A4UST Of A/AAE of a MMW r"SWANT AIMfW OR GKYAWRED [WRIFY CMw&w PAW&r/OW Nd9T Of AS Wen DETAIL — TYPE 9 CATCH BASINS OIL / WA SEWATW MID &D L+MMM — , SEC /le, TNT? 21 N. � rP 5 E. , W. M. /0' 1' 14' VAR/ES 3 /WWTH EXISTING PVMT' l EX/STI1r'G ?VMT \ . _ _ cam.. 5"CEAlEM L171VC WALK _� CElMENt LtifYC ROLLED Ca" LL`MfNT COHC VERTICAL L �' I�MPi D6pTN) CLASS'B" ASPHALT C�MCA!`TE CUP. B AND GIATER CURB AND GUTTER _ _ _ _ ___ J/ f %t"MIN. MVPT. Of.PTH, CR. SLAR1WNS i MP MOSE L_ elle :: * COb1Pt DEPTH, CR. swfACYN6 ► sw COLT m L__ GRAVEL BASE, CLASS'B", MAY BE REWRED PEND196 VL CL NonrlONS ROAD SECTION~ 11670 AVE. S.E. NO RALf W G� :n > _ / L_?'Ct7NPT DEPTH, CLASS 'B' ASPHALT CONCRETE C0NC wA�K 1//�', my LbMPT Den, , CR SU.4fAci)Y6, TOP rxRSE L _ __ ,e%? A/1,v CANPT DEPIN, CR SURFACING, sam ro^, E L-- GRAVEL BASE , CLASS "B!' MY BE REOU/Rf0 PtNDING 50,'L CDND rIONS ROAD SECT/ON — I/Brm AVE SE. 1 51 3??#YD PL we SE. 322ND ST !...1...C�. \ ,,�w +ems t IL I r. E_ ;�€ ! flu M ORAw aa>« c tsnT . r' l I I GENERAL NOTES I 1. All work and materials shall be in accordance wit!► Kinq County Standards and Specificatlons6 70Pft. 41340 2. All locations of axisting utilities shown are approximate and it shall --� --- be the responsibility of the contractor to verify the exact location to avoid damage or dirturbance. • • 3. All inlet and catch basin frame and grates shall not be adjusted until imm.diately prior to final paving. 4. The temporary erosion/sedimentation control facility shall be constructs-' prior to any grading cr extensive land clearing in accorda:ce with the approved erasion/sedimentation control plan. These facilities :.lust be satisfactory maintained until the construction and landscaping is completed and the potential for on -site erosion has passed. it OYERFFW# EL 408cV 5. All required storm water retentiorlidetention facilities must be constructed and in operation prior to any paving unless otherwise approved by the S�AMX Dept. of Public Works. - 6. All drainage structures not on public riqht-of-way shall have round, self-locking lids. Flux. 7. All 8",I2',15", and 24" storm sewer pipe to be aluminum or steel nelicai corrugated metal pipe (14 GA in R/W, 16 GA in easements). Steel pipe IM20 „�, 15 - to be galvanized and Class I coated. Bedding to be Class "r", _ Alternate: Al; 8",12,15", and 24" stet,.: sewer ;pipe may be ASTM-C-14-X t' Class I7, non -reinforced, bell 6 spigot (with tell removed from inside r THIN of catch basin 6 inlets) unless otherwise specified. Bedding to 1,e Class "C'. 8. All 36" storm sewer pipe to be aluminum or steel corrugated metal Pipe ►-eMIN. (14 GA), All 42" storm sewer pipe to be aluminum or steel corrugated - metal pipe 112 GA). Steel pipe to be galvanized and Class i coated. Beddin-a to be Class "C" . ti •' '� C p *• 10 9. Odw»dpav>s un /0iJ 2 Ahra 3 IW70' /S thru ?i w;!/ bs diieCkd 6 /he 04-,v ` 6'-l?"CNP•Ca/.D?LM'N -PLUG fm Of PIPE AT "NGARV .^ As Slew; I AT MAKL#IaM6 j'l SFYAWr / AwFC .LING A" C? LOT LA i i .ft3.i 5� L'!fI _ A'AT/lE PLANTS/? � 4L AN L emlL J[ / 04G MIA 3 !40I 4 t V! •v v, Y _ 4 R (-A SEW I ga FIEED LD 'WQ"►"I " �$ lkV AK.1►8_ APPROVED FOR r L'DNSTRLIIC'TION"_ _• ly,J.1NG L17tW7v OEAT Df I'LB: ;C W0jQ`)K E 80 D-791 SH-3 SCE -- r—J U r� 1 1 C J - n _. ;I 883u �W 7 207 C)o xt'ti 1. .%/ 1 r i - YGCJ 3,7 a lutes J 1 O w a eta 4iQo. ro p + F► sle A* w w : MIX � 23cie,N •!/7 2,,90) AW 3f,V (p1 No 9T. = l/VT @ W 09 /Orr AVE. S.E. 7 &e D.±a 9P7(397eV PftZ! 0f46- _ 43M 6/ C4 .9G AaM3(V//271 P/✓tn #46 c� �► `V 4e 6e EYC /*96 -- w � s � 4074. oe s 7 -V 11 me i 4 ib iV PT. r /7. 27 Pr -.0404 of a A 4/7.,95 t 40 r 4/e / .27 P/VC 4•26 e� N1 4P/. sL3 PT 4 r 7.�A ^C.. � •� � �� � �� .9 EK''8VC 4'r95 . l i / 4%. /P ft.89 (4e'7 4P9. VC.fn*35 4k POW if • s &WASLM _ 429. 8�3 6f; co 1, U, -AP# *7a ,4 — MIT 0 i 4$ .vo 77. -1470 : Ir 48 (7) RAC /r25 \` 46 a a 04 79 4KI Mt' /+70 00 =T=====J Ile7..AD 4U.P3 ►29.P Nit '1 fly 4lASE ss /! "v Avf, 4xe s 1M7. • ro o 6, n. 1 Sf z"r Jr 1�/Q�9 ( GV o co i77 �ln EYC c'4►60 _ $ q \ 4 1 /9 c'AP c, Q3 +• i �i 1 / I ► M 7� fa tiff-"anL S� rib t l �} ' f'f8. 3 , /97H AEvI!lIONs ET ti A«. (C)Q� �4 STORM ©RAON PROPOLIS � �.. DBH t oc 3G �SR:'m ;CAN ;4 YAD:fT U �- (� F k Em� HMUH IATES � �� ru• KONG COUNTS WASHING TON �•�o �� �