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HomeMy WebLinkAboutzS-0700SetWI i or Y O W W j -u z z r 1 r u U O >���z i : z o . � Q LLJ —0 LL Co O Z I i 1 LAKE WASHINGTON i - 1 � / �f �I { j > ., I L �A rrE I r �_ -- -ie�rr t �) r NEWPORT HILLS SEWER DISTRICT COMPREHENSIVE PLAN t wu is.o I LEGEND IXISTING DISTRICT SWISS -��- tXIfi1NG METRO SLIVER! PROPOSID DISTRICT GRAVITY $RIVERS -• - -•- PROPOSED DISTRICT PRESSURE LINE _ r PRO C - - �� � E T S I T � � 1 LAKE R Not IlIII ctrY OF INTO" - C ff LAI ; f u NEWPORT HILLS SEWER DISTRICT 0 KING COUNTY, WASHINGTON MAY CREEK SEWER INTERCEPTOR 3 SECTION 1971 WA WAS �� of yi�CCn 7 .O zl 50 I 1 14 NEWPORT HILLS SEWER DISTRICT t 5806 A 119TH AVENUE S. E. t BELLEVUE, WASHINGTON REVISIONS DATE NO. DESCRIPTION BY MAY CREEK SEWER INTERCEPTOR TITLE SHEET 8 VICINITY MAP _ -- -- _ - MOORE,WALLACE &KENNEDY,INC. [NOINaiL pt LANG •URV[r ON• G FLANN&7o 191S FIRST AVENUE • SEATTLE, WASHINGTON 18101 MA 4 -2623 —' — - -" — DES BY JI-6 CK'D BY tZ19 DATE MAY, 1971 DRAWING NO DWN. BY 6,C APP'D BY ;;;) SCALE 2570.034 I of e w W 0 m Y C W s Y � U W O Z = W U W Z c 0 < 7 J J C B` <u p Y Jp W 0 6L Co Z - 3 4 6 7 d I 4J.Z7L.F 4ZOO La S 0.00922 f�" `- S =0.003 Y I 24 CMP + 1 I \ PIPE _ ------ - - - - -- —_— I _ _ �0 1 _ y — W -- - - - - - - - _ -y r____ _ - -. - - -- y - - - y - _ _ - 2 S =0.005 VI I.E. 23.63 (IN) ) - - - - - - 366 LF I E 23 53 (OUT)' 2 Q m , r �s 2-0 Cb Q ,+ — —— R + : — - `i O O + — y 3 O► \N * PROTECTION ROCK �. �. o _ _ , I,. N h % 1 E: ' '21_ T1 RN OUT) PROTECTION PLUG Kl. Q ko2 _ ++ ROCK 1 �\ I.E. 29:45 co SAhfE e W eu PO /NT 2T PLUG t$.) cil - _ NI \ \ 1 I.E. 28.70 PIPE Ct. PROF11`E I 8" PLUG ) - - t- - -- - - 25 III I I NOTE ALL PIPE SHALL 8E: .REINFORCED CONCRETE PIPE, 36" LNCH DIA., i I.E. 21.50 CONFORMING TO ASTM C- 76']9; EXCEPT THAT - - - 8" TEES SHALL CONFORM TO ASTM C-14X. - -- ---- V- __r_- _- - - -' -- _- - -- - - - -_ - - -- - - -� -�- -�` 6Ipa7 LF 5 =0.005'It II 11 -- L£. 27.9G (0 T _ L - 336 L_ LF S= 0.005 '/I %$ 98 (Ovr) I. E. 25.41 (IN) /. E. 19. 09 (hy) �.E: 25.3 ((OUT) E. /8.79 !Ot/T} : \�E . 23.63(IN) :.. LJ /.E. /B.eB < /N� ! Q �.2 3.5cour) I O I I L'2 13 I4. 15 1 / F /f1 .45 A4 /. E. /s. 76 ISS 6 8 E STRUCT RE . I Q-" w4440 STA. 0 +00.0 r ' 5 0' _4 cr 2 ir Z ZI 0 Z 1z m ® R[VI ►[L \ [�[H. Cam• CONNECTION DETAILS SHOWN c TL 49 N � do TEE 10' TEMP. 5� PERM 5' PERM. � 1 a STA. CONST. ESMT. ESMT. c p, I Z 1 +60 ESMT. I I I x 0) 8'o PLUG _ 30 �\ 8 i ' 1► 1 x _x _x x x —1- x x- x x x x x x 0 x X I x tx 36 T L 10 6" TEE I i 8 PLUG I I- STA. 1+ 48 I , I / / / / 1 // // STA( 7 95 J 0115 41- 24 CMA 2 � � \ / / I / / / 1 �!I►• I s �\ TEMO F' r I I I ` 50 WE \ DERAIL I , \\ / CONST. ItSMT. 3 _— - ' / I \ \ � / I 1 � \ GpR- \la a,5 32 -2 �n 00 \ \0 s� \ A\ \ s\ S' PERM, \ \ ESMT. -\ 18" P N, \ �� I � - 1 I I 1 I --- - - - - - - \ \"I \- GON 50�TEMP. CONST- ESMT. / / is �� 8.. TEE 27 PL _ / STA. 14 +49 METRO EASTSIDE INTERCEPTOR � � � ��- � � � \ \ \ � � \ - - � - - � - � / / 1 / / � ICI � i - - - - I ,I I MAY CREEK CROSS!�IG- - STRUCTURE 5' PERM. Iw i a, i \ \ / / - _ ESMT, 29- - -- -- /i a= __ -- - -\ \� �\� �� \ \ \ \ \•/ /. 8� TEE �� _ I 2 30-- /� �� = _ - _ \ ` �o\ - - - - - - -- - _ \ \ %� - \ STA. '14 +6'1 2 / / / e" PLUG I / SCOUR BARRIER I/ / (3 REQUIRED) 3k/ TL 43 10431J I I IW REVISIONS I DATE NO. DESCRIPTION BY I REV /MO LK WASH- BLVD J46 I A a 2 ADDED Z SMOR BARR /ER W L� WAS "AS. B U/ y� B /3/ 3 L T � " _ L ✓S I 0 y V I �fr'�FG�STER�'� �S /���►grrieel Y►\$ I I TL 43 •� 3 1 PLUG(E-) I.E. -30.28 2 Ix \1O/ 8'' PLUG \ \ 4 \ �O AS BUILT \ 2 MOORE, 64LACE & KENNEDY,. INC. NEWPORT HILLS SEWER DISTRICT 5806A 119TH AVENUE S. E. BELLEVUE, WASHINGTON MAY CREEK SEWER INTERCEPTOR PLAN & PROFILE M0 arioWALLACE & KENNEDY, INC. ENGINEER{. LAND BURVEVORB a PLANNERB „c 1915 FIRST AVENUE • SEATTLE, WASHINGTON 98101 • MA 4 -2623 DES.BY JLG CK'D BY DATE MAY, 1971 DRAWING NO. HOR- I = 50 25'TO.034 tot 4 DWN. BY B IF APP'D BY SCALE VERT. I "= 5' CJ (''`3... ���' r� l IW I o m 1 \ Y Z W -. j U O Z V Y Y i Z zo. t p R L < V p Y W O LL m 0 Z ... /P� 3 3 C� V` L, r r 7,-)f O/ FILL - W,4-- 7,' 0 ►.. r y T F. 22 6_Or 47TF- Z4 "cM /P 0o. -oo5 ±, �/4 G�1� - ALL F(L L MATER /AL S#Ai L RE BANK RUN rpRA VEL (TN/ - S£C r /ON okL ),) GROUND ELEV . R O J `S — .� EC / /0N SCALf /" _ AQ f, r (J WASTE SITE 5No wv / ? I I II I 4 / ' EX/S T T/NG A IC. PAVEMEN 1 1 t � l I 1 �`\ \�'\I�III�� ��' � ►� � Ill , � �, _' / /I(1H STA, 0f'4 -7 27 ACCESS R0,40 L IMI TS OF ,54NK 15'UN P F' W I GFFA ME L F11 L - - - - _ i ✓% it 1 — — — -- - i ` 12'_ GN CONFRETF WA MAY / - - '- 4 � - - L MN E ,TA. Of 7 /2. / � HCK i I -- - NO FE ':4 - REMO I/E AND REiPL A CE W E /S I- NG RIP - RA P W I - •..�rA� . boom N. w� PL -AN- , SCAL f : .I. ELEV J0.50 f! FV 30.50 - - - _ El f V �5. �0 1 ELEV. Z5,50 - - — - I \\ - ®►84„ R.C. P. t , ELEV 20.0 64 " /. E. 16 O 3G " /. E. 19.76 -- - ���� R. E ELEV. 16.50 ELE1/ /6.50 96 ° /. E. 16.49 EL E VA T /Gy=( SCALE: /"_/O' 30 1361, R CP E EX /STING r,ROUNO ' � � SURFACE I a 6' COVER �•.__.. _ v w. S. - 30 /. E, z5 SO 40 I , I I I I -- - W.5, .y.o'cbvER 30 I I � � I 1 //4 ,94 I I I ' ( I I 1 1 1 II X32 " Ct'JVER 130 j 40 I F_ X /STING S TRUCTURE EL EV. /3. SO z 501 cam\ 36" RCP Ix' 30 3- o ' co VER?, OI I. E. ; 2�. o ' 3.6'' COVER 30 94 I , - �- -- 3 4 COVER I 3G' - I I X 1,3* /9 ! 4.5 C� VF_ R 30 IJ 44 W S. 30 j I. E 25. R7 I I 12-o-44 - # 8C' /0 /' /EX /STING) -- st 4 r' /2" E. F (EXIST /NG) >c � J EXISTING B4 " C. P. ` _I (EX /`S TING) /.E. .76 ZIL t _ 7 -- - - - - -- - -- -- i SEC Tia 3 —SCALE /e /'-O'F' 3 DRYPACK WITH GROUT CROSS SEC TONS ,,�rAL F. / " _ /0' \N ALI� 0 h o= 0 1 5' COVER 6.50 4 WATFR SURFACES WHERE SHOWN WERE RECORDED ,3/-T//7/. S I LT MO(iRE, tLACE & KENNEDY, ING. C*ll W F m Y Y -u I i U Y O G � Z W U t i9 =a a v ` w i < u e D Y Jp L 0 LL Co 0 2 B "M /K 1 ! 7 12 "MAX.- -- li I T I BRE4ff OG'T PIPE AS - - - - SNO WN TO ASIA TCN 4'- 0 - -� 1 INNER FACE OF MANHOLE tk T I ii -- - -� -- °,� / °!N- i ( ! Y Sr4NDARD MANHOL E I _ ---- �-- LADDER RUNGS -- - Al -`l -- - J - SHF_ L F MA NHOL E WA L I FLOW PIPE l A7A NHOL E TYPICAL CONNECT /ON DETAIL - -- ,`-GALE -f/e" _ /'-o" — — SEL F SLOPE I" /N /2" MAX. FROWN & EVS dig ��- TD BE EQL/A L IVANHOLES STA. // *4765 � A -/ SB 022 .SCALE: j/e - _ /'- 0" NOTE MAIV HOL E 'c TA, / 6 t 5c`j ° —? ALA S 43" 0 RISE -R FROM SLAB TO CONE. /NTE_ GRAL LY CAST BREAKOUT - PL U4 1")H ALL ' -J /'Rf 4 fH C 'NIVf r' TION r . W Q 2 � �O h l` h �h TYPICAL BASE SECTION SCALE- -? /B" = P - 0" L 4 pDER R(/NG ;, f-HAME COVER : NAI / BE LOCATED /t L)IRFC / / Y O v,-R C'ENTF-RLINE 0/ DOWN7 RfAM PIPE, / 1 FLOWI � I - MAN/HOL A- WALL TYPICAL 0HIEN TA T /ON FOR f-RAME C01/ER MANf -lOL E 1c-? UNGS SCAL E,' 316., _ / "_0 {.ui ►[l . asvt w• v. u J _f — — I2' MAX. L R' Q N 5 TAAWARD WAIVHOt E LADDER RUNGS 0 TYP ICAL WAL LOW MANIIOLE (ALL MANHOLES EXCEPT MN //f4765e, /6 {S,5 Lz) SCALE. 3 /e" =//-O" P/ E MAX. TRENCI, W/O TH AT TOP OF P /�PE - 6. 01 t NA T/ VE TOP 5'0 1L AS SPECIFIED SUBSEQUENT BACKF /L L s INITIAL BACKFILL 36 "�P /PE I SPR/NGL INC BEDDING MATERIAL 6 " M/N, t EASEMEN T AREA , T YP/CAZ- THENCN SECT /ON SCALE ' NONE P/ OPIE r ►X TRENCH W/DTf/ A T o OF P/PF- = 6.0' J � I �-- + 6" ---PROTECT/0N ROCH --SUBSEQUENT BACKFILL INITIAL BACKFIL L — BEDDING MATER /AL STREAM RED TYPICAL TRENCH SECT /ON SCALE • NONE / O„ PE / -EX /STING P.QViNG � � t 3_O "_ j" _ �- — ASPHALT PAVEMENT PATCH MAX TRENCYWID TN AT TOP OF PIPE = C. O' \ \ -- -TOP COURSE .MATERIAL. SUBSEQUENT_- -- -BASE COURSE MATERIAL BACKF /L L 6" INITIAL BACKF /L L , I MA TERIAL ` I ro FAVED 561RFACE 008 TH AVE SE ONLY) T YP /CAL TRENCH SECT /ON SCALE: IVONF_ A /- U I L T M00RE, LLACE & KENNLUY, ING. �1J A !_ ( 4 �t rjaS•y�ry` lk r L- 8L vo. i TOP 6" ,S)'/ALL BE B)1Nff RUN GRAVEL _ SPREAD, DRE,5 S AND GRADE TO DRAIN TO 24" C/MR. CULVERT F /LL W/TH SUITABLE_ EXCE. SS 'A-/A TER /AL TO ELEv 22f EX /5T /NG OROUNO � , ./ I/ T YP/CA L CROSS SECTION SCALE: NONE I J� I / I I , � II I ' 2V.8 � I � � I 1 4 � , I I v � I � I I 22.11 Tm rm ru I I i I I 1 I 1.2 ! 1 � \ APf✓iE'OX /MATE L /M /TS 1 ► �OF WA 'TE S1 7-,E I /7.3 Q3 I I 20.1 II � it I I � I ELEVAT /DNS - �7YP/C.4 I I I v I V40 HOC Ni I� 0.7� 4-ff1 Ot 43.27 _ ! is E j KDAD WH Ot 12.17 WY I _ -I L-3 Ll -� v s' DESGNA_72�- D WASTE SITE .� SCALE /" = 50' c3