HomeMy WebLinkAboutLUA-97-195 Large FormatA g O D E F G ♦ . H 5 In 3 6 TOPOG AERIAL SURVEY CONDUCTED ON 2/5/93. SOME GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE CHANGED.THE CONTRACTOR IS RESPONSIBLE TO BE FAMILIAR WITH THE CURRENT SITE CONDITIONS. 110 2 130 125 1 120 115 110 105 n REVISION ♦� GARRY STRUTHERS ASSOCIATES, INC. 3150 Richards Road, Suite 100 Bellevue, WA 98005-4446 Phone: (425) 519-0300 Fax: (425) 519-0309 BY APP'D,DATE B O PERMIT SUBMITTAL 59+00 60+00 61+00 Ld LLJN i _Z �� W + + O U O co Z CD d ! �U_ o00 LL>� QQ �� 0 in LL z QElf o �200, :D I --� z- m -� - - - - - BASEMAP: ELEVATION 0 EQUALS MEANS SEA LEVEL 1929 USC & GS (ADJUSTED 1947) KING COUNTY PIPE: ELEVATION 100 EQUALS MEANS SEA LEVEL 1929 USC & GS (ADJUSTED 1947) DATUM COORDINATES & BEARINGS ARE BASED ON WASHINGTON CO- ORDINATE SYSTEM NORTH ZONE D + J C) WSJ Z�Z LLJ aC W m I (% z 105 DESIGNED: CHECK ED: DEPARTMENT OF NATURAL RESOURCE KJD _ BRYN MAWR SYSTEM IMPROVEM W -:"' DRAWN: SCALE: C G H _ _ H: 1" = 2 0' DECRECOMMENDED P(S)LAN & PROFILmELOF LY'""ReWONV: 1 " = 5' _ _ __ _ CONTRACT No: King �,ounty STA 56+00 TOO'� APPROVED C73130C STA 61 + 0 9.71 E F G A U -cl 7- 115 H J 5 4 3 135 2 130 125 120 w� Z J 00 �z 00 z� = O U U z -U - -Q w w Z _N W O Q J U J Cf) Li U �z Q- DATE: OCTOBER 1997 FILE NO: DRAWING NO: C113 SHEET NO: OF A B C _ D E A F A G 5 4 3 2 cn x 45° BEND PFI 22 �1 2" B STA 52+31 N 185350.9 E 1297977.4 TOPOGRAPHIC INFORMATION IS DERIVED FROM AN AERIAL SURVEY CONDUCTED ON 2/5/93. SOME GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE CHANGED.THE CONTRACTOR IS RESPONSIBLE TO BE FAMILIAR WITH THE CURRENT SITE CONDITIONS. 130 125 120 115 �-p}IwM PERMIT SUBMITTAL 52+00 53+00 54+00 55+00 56+00 ...w Q oLd z� Z� z� ; I o Q� z� Q z> Q� Q� _X �� I 130 o _� �Q ,- QO. C)� w x d� Zx O� z O: �.O --Q� U� w ,�_ o� �� o �� Q cr�o� � Q� �' 0 O o� ... �iQ oQ J Q o �_ Ld_ z� I + _ o - ,- �o� oW >m � � Qh ��� Qw Q� �� - . . . . . .~.Q N .....Wz �o _ o .0o o �o . . . . . . . . . . �� = N > Z ..... .. . . . I I . . Q x EXISTIN GROUND .. ...... Q . ..... /� i I ..... . ... ......... AT:PCP ..... .... ... . .. ... ... ......... .... .... .... _ m� ......... ......... .. -W . Iz Z� I__j MAINTAIN MN. 2 LEARANCE. ... BACKFIL WITH CD TO EL. 1 1.0 . ... ... .. ... .... .. ......... ........ 2' BOTH SIDES OF BOX CULV RT - - ...... ......... ......... ......... . ...... 110 ......... ......... .... ......... Q ......... ... .. .....: ... Y � 24' SS (DI) — 05. 7 FT/FT s-oo ....... 10 5 .... Q FT -- Lam, '+ cC-) 4„ S m Nerd_::. ....... .... ...... ......... ...... ... ..... .. ... . Quo.... ...... .. .... ... ..... .... ... .. .. k-k-)0C BASEMAP: DESIGNED: cCHECKED:DEPARTMENT OF NATURAL RESOI�ME ELEVATION 0 EQUALS MEANS SEA LEVEL 1929 USC & GS (ADJUSTED 1947) KJD BRYN MAWR SYSTEM IMPROVEMENTS KING COUNTY PIPE:�� CARRY STRUTHERS ASSOCIATES, NC. ELEVATION 100 EQUALS MEANS DRAWN: SCALE: E 0 SEA LEVEL 1929 USC & GS r n. 125 120 115 w� Z J 0 O O o' z z0 U LL_ U Z - U - Q Lv w Z N J o �U U� �� Qz DATE: OCTOBER 1997 [Kell1 3150 Richards Road, Suite 10 (ADJUSTED 1947) _ IrH,",�i `'`�' Bellevue, WA 98005-4446 HIV CGH �: 1 „ = S, PLAN & PROFILE EVE` OFR T� DRAWING N0: Phone: 425 519 0300 RECOMMENDED: DATUM 52+00 TO Fax: (425) 519-0309CONTRACT No: King County STA 56+00 C 112 COORDINATES & BEARINGS ARE APPROVED: BY APP D DATE BASED ON WASHINGTON CO- C7313OC SHEET NO: OF ORDINATE SYSTEM NORTH ZONE I C 0 E F G 0-a-91--1 /q H 5 4 N K 5 3 L Q Q C� cu m O S Lo Q Q / 0 / Q Q U 3 Q z z m co 0 I Ln (T) u LL1 O Q- Ln 4 3 2 5 Ell 3 2 I_1 TOPOGRAPHIC INFORMATION IS DERIVED FROM AN AERIAL SURVEY CONDUCTED ON 2/5/93. SOME GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE CHANGED.THE CONTRACTOR IS RESPONSIBLE TO BE FAMILIAR WITH THE CURRENT SITE CONDITIONS. 1r-0 115 110 A NI 1 PR ,71 Z no F C u I I t G I N PERMIT ' "I SUBMITTAL J all _0-1.Igr, L, %A / f I H 4 3 2 A g ♦ C D E F L I 5 4 Ki TOPOGRAPHIC INFORMATION IS DERIVED FROM AN AERIAL SURVEY CONDUCTED ON 2/5/93. SOME GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE CHANGED.THE CONTRACTOR IS RESPONSIBLE TO BE FAMILIAR WITH THE CURRENT SITE CONDITIONS. Ln 130 0 Cd 2 s v1 i Q Q 1-1 0 Q U z � 1 3 Q z 00 0 I Ln U w 0 n Ln I 125 '20 -15 '10 105 100 No. ,• us X -- ADT - 'MH RO 1-41 B STA 38+�'O.OA w LINE "A" ADT F -- - 13.80 STS 8"DI SD I PLAN FOR REPLACING j EXISTING 27" SS PERMIT � =�i SUBMITTAL 38+50A 39+OOA 39+50A I ...... ..... ......... . 130 I a aQ I�� o� _� 125 ... ... IQ� Q0 ++. �.. _Do z� I�� EXISTING GROUND Q 120 AT PIPE CE-NTERLf wv) .. ....... EXISTING �. 27. _SS ......... ........ .. .. ......... - 115 „ss SIN „„ 110 ....... .... .INV.113..1. ... INV. 110.95 - I 105 , I PROFILE:: FOR REPLA:C . N G: EXI S I NJG 2 SS (ADJUSTED 1947) GARRY STRUTHERS ASSOCIATES INC. KING COUNTY PIPE: KJD - ® SEA LTEVEL ION 11929 00 EQUALS USC &MEANS 3150 Richards Road, Suite 100 DRAWN: SCALE: -- ---- Bellevue, WA 98005-4446 (ADJUSTED 1947) Phone: (425) 519-0300 RECOMMENDED: V: 1 ' = 5' Fax: (425) 519-0309 DATUM CONTRACT NO: King County REVISION BY APP'D DATE COORDINATES & BEARINGS ARE APPROVED: BASED ON WASHINGTON Co- C731 30C ORDINATE SYSTEM NORTH ZONE A B C 0 C F .. 100 DEPARTMENT OF NATURAL RESOURCES DATE: BRYN MAWR SYSTEM IMPROVEMENTS OCTOBER 1997 le . -n FILE N0: PLAN & PROFILE �E� ` ►�a ING NO: STA 3 9+ 0 0 TO °�V ��FR� " C 109 STA 4 2 + 6 5.9 4 SHEET N0: OF H IH 3 2 I I I 5 i 1 0 i' I I I I 34 00 4 PROTECT MONITORING WELL MH R01-41 STA 34+24.0 N 184512.36 FLOW METER E 1299172.35 CONSOLE SEE, 1 STA 34+34, 42' LT. GC131 N 184040.81 PROTECT E 1299237.58 MONITORING SEE,(D WELL ME E KI V STA '34+34 N 1 40 0.35 E 1 278.49 SEE, C136 +00 METRO 27°RCP SS- O I� STA 3 8+8 1 N 18495 z ) MH R01-41 A E 129905 STA 38+66.07 SEE, 1 (� N 184943.17 C131 E 1299073.43 00 SEE, CB C131 _ TOP 18.07 INV E 17.2 BOT 16.7 LINE „A„ 5 4 ©1 2 A B C D E F G H a Ln 0 rh p 1101 5 0 3 TOPOGRAPHIC INFORMATION IS DERIVED FROM AN AERIAL SURVEY CONDUCTED ON 2/5/93. SOME GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE CHANGED.THE CONTRACTOR IS RESPONSIBLE TO BE FAMILIAR WITH THE CURRENT SITE CONDITIONS. 10 2 125 Q n / y L O / U � 1 3 Q z OD 0 I Ln m U U 0 CY n Ln Ull I� 120 115 1111[1 Itim 100 PERMIT ' "I SUBMITTAL 130 125 120 115 Ld zJ 00 I— z O C:) zry Z O �(-) z —0 w w z N o c� Q _jC) U �_ C) �z Q— BASEMAP: Ut-I)JUNLU: UHLUKLU: ') DATE: ELEVATION 0 EQUALS MEANS DEPARTMENT OF NATURAL REST (ADJUSTED 1947) O CTO B E R 1997 SEA LEVEL 1929 USC & GS KJD BRYN MAWR SYSTEM IMPROVEMENTS KING COUNTY PIPE: q� 9 r� •+ �y9� GARRY STRUTHERS ASSOCIATES, INC. ELEVATION 100 EQUALS MEANS DRAWN: SCALE: �% FILE NO: ® 3150 Richards Road, Suite 100 SEA LEVEL 1929 USC & GS Bellevue, WA 98005-4446 (ADJUSTED 1947) NNIN �� C G H H: 1" = 2 O' EAU'" `of H�NTON - - " PLAN & PROFIL17�,n Phone: (425) 519-0300 RECOMMENDED: V: 1 =J DRAWING NO: - � ® Fax: (425) 519-0309 nATur1 CONTRACT N0: King County STA 29+00 TO STA 34+00 C 10 7 - No. REVISION BY APP'D DATE COORDINATES & BEARINGS ARE APPROVED: SHEET No: of BASED ON WASHINGTDN co- C73130C ORDINATE SYSTEM NORTH ZONE 5 3 2 A B C 0 F eu-9_7-1q5 H B 0 p E F 5 4 3 r� z rn L 0 5 z Q z � 1 3 Q z z 0 Lr) m z z 0 n Ln m z L- DHq #±7 �T N 7O 3J463 5 I E19ARICgp -- E12993 29 ELEV; 00 123 I �1 - N I � I I I O O _ M_HR01-63 - STA 24+08.7 N 183523.04 GAS— sMH GAS- I- GAS - RIM 20.4 - w - 24 00 - - _ 25+00 - A" w - -- 27"RCF' SS — ------------- -OHP&T OH OHP&T (A X CAP AND " YA 3ANDON - I EXISTING 'S�--mil F - 01 W&T P - OHP&T — -� X X X F F -F- — J I CONRICK PAD i I HF IO RESTROOMS I �� E�1OVE G 27" SS - - AND MANHOLES. REPLACE WITH 36"SS AND MANHOLES. II REFER TO I GAS II GA GAS -1 — - t GASJING - SS SERVI , S E > > I I TOP 18.78 C 3 28+00 INV E 18.00 27��R(P 2,9 00 BOT 17.36 d I F\' 1 6-F RIVERSIDE DRIVE - - - - - 54" STS - - - — I - OUTFALL - — - — — II TO DITCH BOEING CB 11 BOEING X X X X X TYPE 2-84" X - 1 x rti innn» .s x 5 4 3 2 A B C D EA FA G • H 5 Ell N TOPOGRAPHIC INFORMATION IS DERIVED FROM AN AERIAL SURVEY CONDUCTED ON 2/5/93. SOME GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE CHANGED.THE CONTRACTOR IS RESPONSIBLE TO BE FAMILIAR WITH THE CURRENT SITE CONDITIONS. _30 z 125 Q / s 0 / (__) � 1 3 Q z nq 00 0 I Ln (__) W 0 EL Ln Q� LL- 120 115 110 105 100 m 9 PERMIT SUBMITTAL J 130 125 120 115 w� zJ 0 1--z 00 ry = Z 0 LL-C) Z — 0 w w z N J 0 �Q _ �C) J U� U �z Q— BASEMAP: DESIGNED: CHECKED: DATE: ELEVATION 0 EQUALS MEANS DEPARTMENT OF NATURAL RESOURCES—, 1 y SEA LEVEL 1929 USC & GS CTO B E R 1997 (I (ADJUSTED 1947) KJD BRYN MAWR SYSTEM IMPROVEMENT WA 98005-4446 S KING COUNTY PIPE: ® GARRY STRUTHERS ASSOCIATES, INC. ELEVATION 100 EQUALS MEANS DRAWN: SCALE: DEVEWI'�F`R�N (AD CR4LE No: 3150 Richards Road, Suite 100 LEVEL 19use & cs � (ADJUSTED 1947) CAN GGH H: 1 " = 20' \\, Bellevue, RECOMMENDED: " _ PLAN & PROFILE DRAWING NO: Phone: (425) 519-0300 V: 1 5 DATUM Fax: (425) 519-0309 CONTRACT No: - King '-'ounty STA 19+00 TO STA 24+00 C 10 5 — APPROVED: REVISION BY APP C 7 313 0 C D' DATE COORDINATES & BEARINGS ARE SHEET NO: OF I ORDINATE BASED ON SYSTEM NORTH ZONE Cu-g7'_195 H 5 4 3 2 A B C I E F G I 9 L! 3 2 i s U) I Q Q / CT s L 0 / Q W / r 1 3 Q z pa co 0 I Ln 0I, (__) W 0 Ln m / —a ���� I lil� I I ZL- - - F XVAU�X X TEAM T I F I I- I� — — — -- — — — i I� GA 5 4 3 2 A X, I u E F I 7 -! 15 H 5 A B C p E F II I I I i I i I I I I U) \ �` -T— —— T II I II i I I I I I I I I I I I I T T 7 T BH-7 I I ' I I STS O ❑ STS STS STS STS STS ❑ \ \ — — — — ---------------------------------- \ I I I I —� —----------— -F---I\ I I I II�11 I I I I I STS I I I I I i ----- �---------�--,--I--I-------------� RIM=21.77 n IQ II I I I INSTALL 8 SS I SSMH \ \ IE=N A FULL OF I I CB N WATER & DEBRI I I RIM=22.37 i I RIM=21.74 SSMH \ \ SUMP=14.8 DROP CONNECTION, IE 8"gONC W=12.4 I I IE 1 21.74"CMP N=19.3 RIM=22.12 \\ SEE IE 241CONC N=19.1 I I IE SUMP=19.1 IE 8" MIDCHANNEL\\ 50 ^ NG I C13p —----------—ROPERTYLINE 1 X - TEL- I IF n TEL H. R01 —5 Sri — ITEL 8 C�R) Cq EL SS P OHP&T P SEE, `� � 24STS 4 _ 5"III ABANC NED• LOCATION APPROX. 4 W - 1 0+00 _ ___ MIC �� 15' IW (ABANDONED. >N APPROX.) 4' W N182528.353 _ 15' IW (ABANDONED, LOCATI( A — — — — — — - — — — — — — — — — — — — — — u _ S REMOVE EXISTING FRAME ISTtN� ��— 27 Sc ABANDON PIPE d-SS qTq QVER _A D CONE. FIL CONNECTION RESTORE GAS ITIIN PLACE. 12„ STS ,�vlq�IUMEI�T 4GAS GAS T- GAS -- -- ROAD SUBGR D v. V� Gas — �-- _ RESTORE PER l o P] / CB-II-4X4' I I I I I I 1 �I �y� TNv OPE 21 14.5 I\ I I I I I I I SSMH I I I STS I I 11 I I OEF— 1 WL 6.14 5^\ I I RIM= 2.43 II \ I I RIM 22.14 I I 1 o I I I I ACCESS 1 IE 24I•' MIDCIiANNEL=117.9 I� J I IE II12'CONC C-II-2X2' Q I I I SS Bor SS5 \ I I I 1 I I I I I \ \I I I I MID'CHANNE I=17.9 I I V N 120.5 I\ \ y I I I I F _ems--- _ \ I 1 I IW14.61 SS SS Ss--- -- SS I— I I�VE 14.6 \ —J---1—� I--L— --I-- --I- 1 ss Ss sWL164-5- —�I—SsI------ STS - / L_ 3 1 Q m 2 m c11 I s I cl 0 i Q / c 1 3 Q s Co 0 I (T� / V) U W O ry n n STS STS STS STS RIM 2 FL 1 .2 TI IIP T 24 c / R +0D IM 22. IE=1 1.6 v 101 / / / / K— E �N�� FACE P 21.79 z o G G R XIMATE �n E N I G{ -T1 r r Z 0 ) N -� 12" TS STS �IW H SS \ \ I � I SS I I•. _7' / 7- Q G RI =20.93 / E 12"CMP N=18.8 Di IE 2"CMP E=18.6 IE 1 "CONC W=18.9 2 5 4 A B C D E F G H 5 4 3 2 I cv I m s I n n / s L 0 / / ci� 1 Q z z ry m cc CD I LO U W 0 ry CL Lf� LL I I I I I I i /ji I I I I I I I I Ce i n12" g I I I TO 23.9 I NVI E 2,.0 I I I I NV S 20.9� INVI BOT NE 20.9 19.0 I1 I I II II I M _Sl - - I � II I I II I I II II I I Cod - I I TI II- -- I I I I I I I Lj i CB�� - - , I I STS RIM=24.38 I IE 12" CONC E,W=21 .7 I/ / J CB IE SUMP=19.7 /I O / / I RIM=24.67 I — — — 4-- — — — IE 8" CONC S=21.3 410\ — — 1 /--- - - ---- J IE SUMP=19.7 - II DISC 327 xBAgq99.926 E1300083.338 EL3C3 I III I O PROPE_ LINE C3 1—P S I I I I I - - -- M H R 01- 58 / / P Ll TEL-0 L /—/ /N 182520.12 / \�\5 TEL TEL TEL TEI -- w - 4' 6+0 I(fE 24.96 ► 1 N - e�B 4" W 4 w 24" STS LEA 1F.3 - -4— - _ _ - _ _ - _ 4 w 15' IW ABANDONED, LOCATION APPROX.)4 V. ABANDON PIPE - �— �� �}� - 15" I ABAN NED, LOCATION APPROX. IN PLACE. STS N 6TH ST INSTALL 8"SS -�- - - - -�--- - - - - - - -O RO P CON STI R f�, _ 27 SS 27,, SS 27 SS - - 27" -------------- --- --� 12 STS 12" STS � � 27 SS 12' STS - 12" ST9 S S C132 I 27 SS -- - - - ' STS LOZ - - -- � - - S 12' STS GAS GAS - GAS GAS G GAS 1 12" STSiL -I N G r 1 STS GAS - - GAS GA-1 i REMOVE EXISTING MH ssMH - I\ CB-II-4X4' I I I RIM=24.68 REMOVE AND A D N I - I TOP 21.9 SS SS I I I I FILL WITH COMPACTED iE 24"NEw1i,'1 EXISTING DROP CON ECTION ® \� ENV w 145 - - _ _ _ _ _ _ _ STRUCTURAL FILL T - - - - - SS " ' SS ss I WL 16.0 v - SS - - - - I IS I - - SS - - i - - - - - - - - - - - - - - - - - - - - - SS Ss BOT 14.5 \I STS RESTORE PER 1 o TO- N�II NHOLE, STS - _ _ _ - - - - - - - SS MM7-03" S=O. 23 /FT MI IMUM RIM-23.40 SS Ss LI- -- FL 5.6 c132 CON ' TO EXISTI G PIPE IE 12"colvc sw=,7.9 ss ss FL 15.6 IE 12"GONG E=18.0 STS I STS STS STS srs— - -- — STS STS AN DROP CONNEC1JT IE SUMP=16.8 CB-II-2X2' - _ - - STS STS STS STS ------------ - ----TOP-23,� _ F-r FL 18.9 - - -- - - - - - - - - - - - - L - \ L--------- TOPOGRAPHIC AERIAL SURVEY INFORMATION IS DERIVED FROM AN CONDUCTED ON 2/5/93. SOME l PERMIT GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE CHANGED.THE FAMILIAR WITH CONTRACTOR IS RESPONSIBLE TO BE THE CURRENT SITE CONDITIONS. SUBMITTAL J 5+00 6+00 7+00 8+00 9+00 10+00 .. .. ...... .. . ... X .. ... .. o z �^ Ld .... .. .... - o IQ�, 130 ......... ......... . z X. ... o:W X X I . X ... .. U. �o .. - - �� �� ,off - .. ...130 ..... j U, _ ...... ... � b< ... o z �Q Q �Q o z WQ - O W �� ....� .... ... ... _ � ... .. x 125 0 .... _... �.. - - = -- Q - �� QLrJ. �o o� Z.0. �� W o to� �,� �o EXISTIN GROUND�Q ��� QW 12 5 .... . �— ...... .. PIP[- E ..GENTERLI I.... .. . .... ........ ... .. ....... ...... 120 ........ 120 V) ... ......... ... .. . ........ ...... ......... E- .. ......... ... .. ........ . . ..... ...... 115 .. ......... . .. ...... ......... ......... ........ . ..... . .......W 115 . ........ - - -.. - ..... ....... - - - - - - - - - - - - - z ...... ......... .... ... .... ... ... .. ...... EX:ISTING 27" 5 ........ . � z >_ 110 U ---- ----- ... ..... .. - -.--- ----- ---- --- - - 00--.-... 00 ... z ...... .. ...... .... ....... .. ....... U LC)Q CCG -o 105 .3/FT : w w V W zJ 36,SS CONCS�0.0013 .. ...... ...... ..... 7. .. .. ...... .. ......... . ... ........ .. . 36 SS0NC) © - - n ... ::.::::INV . ......... 107.06 ...... .. ......... ...: ......... ........ ......... ........ ..... .. ... ......... ... ...... .. ...... ........ ....... ... ... I- Z Q 100 ...... ......... ......... ...... ......... .... ..... ... .. ..... .... .. ...... �0 No y BASEMADESIGNED. CHECKED. DEPARTMENT OF NATURAL RESO CES DATE: ELEVATION 0 EQUALS MEANS SEA LEVEL 1929 USC & GS —_ -- - - — (ADJUSTED 1947) KJD BRYN MAWR SYSTEM IMPROVEMENTD6' �' OCOTBER 199 KING COUNTY PIPE: Vi"WA CARRY STRUTHERS ASSOCIATES, INC. ELEVATION 100 EQUALS MEANS G 3150 Richards Road, Suite 100 SEA LEVEL 1929 use & cs DRAWN: SCALE: (ADJUSTED 1947) p�Vr��� �OF`��y�pN FILE N0: H : 1 " = 2 0' c�Sv - Bellevue, WA 98005-4446 CGH PLAN 8c PROFILE Phone: (425) 519-0300 RECOMMENDED: V: 1 " = 5' DRAWING N0: DATUM - � Fax: (425) 519-0309 1 1 CONTRACT No: King County APPROVED: STA 5+00TO STA 1 0 00 C102 ' COORDINATES & BEARINGS ARE REVISION BY APP DI DATE BASED ON WASHINGTON CO— C731 30C SHEET NO: OF ORDINATE SYSTEM NORTH ZONE A B C D E nn G% F G Ci�' ` ��� S H 5 4 3 2 A B C D E F G H 5 4 9 �r- �I 2 I I m I S Ln I / y O Q / � 1 3 Q z pa cc CD I Ln m / U W 0 n Ln m LL T 0 / BEGIN CONSTRUCTION MHi R01 -32A 1 z STIA 0+00 z Ih I I I I I N � 182440.82 0 LLJ E-1300890.93 ? W CQNNEbCTION TO LANIJSCA z E INTERCEPTOR EASTSI REST EPLXCED ! III I I (/ I 5 CB w S E D AWING S102 z I I/ I I I RIM=25.53 N WITH SI ETAI ION LLJ III I - �- LB - -� - ST,� / I _ S]S IE 10" CMP W=22. � TO BE MI ED BY III I I I I ce IE SUMP=20.7 Q THE E �R.III I I I I I I I I i I /RIM=25.47 IayIE 6" NW 23.8IE 4" CONC E=23.9IE SUMP= 1.4 W 1+pp I zSTS _ RIM=26.77 0 III INSTALL 2 10SIE 30" CONC N,S= 8.2 DROP CONNECTION I RM=24.38 i _ _j III RIM=25.95 m OC ION STS _ + III IE 12" CONC W=221 NE AND SW, SEA IE 12" CONC E, u cE TAIN) IF 10" .65 _ _ 2 DD CONNECT TO N IF 10" N=17.4 IF SUMP=20.1 O IF SUMP=19.7 o IF 12" E=17.4 CAT1ON OF S IF 24' WS-17.4 !( �_ AND EXISTING PW� I 0 CB --' � STS FOR RECEIVING I - •% RIM=25.22 LO ATE 4 S ---- - I I! -- I / I IF 8" CONC W,S=2,5.1 I BH 7 RIM=27.22 I III IE SUMP=22.8 ANO 0NN C ON IF 24' CONC N,S,E,W=16.8 I 1 I 4+ 0 STS d SSA O SE WG 1 _ ®_ _ _ _ _ _ _ = III I I ��_ f=::LOCATION N 1825 RIM=25.86 �- RI IW LOCATION APPROXIMATE PIPET N T PROPERTY LINE p p _ RIM=27.34 � _ RIM 207.092 0 ° UNDE4 PAVEMENT) _ - RIM ,W=17 ' C131 MH ® IF 8" CMP N=25.3 (ABANDONED, MAY BE �� 1 - IE E,W-17.0 I Q IE N,S=3.1 -- 24" STS 24" STS - 24' STS 24' ST 1- OWN I- - -1 ABANDON PIPE �- �- 24 srs 4 Jnn IN PLACE.(ABANDONED- -- 4•• W 24" ss - - - - - - N EXIS ING 27"SS - - - - - - - 2 i- - - + - - - --+--- MAT H INSIDE WALL OF 2- ==1 - - _ - - - ----- --- -- 12-STS_ _ � - _ 12" STS - - - - - - - - - - -- - - - _ _ I --- - _ ------------- - - --- � N�f30NE-0�-OC-ATIC3N-Af'PR-�-- ---- 12" STS 2" STS > ---- -- ----- SS----- STS /.: - - - - - - ? 2" STS > 27 SS RIM=27.36 NO- 13 ,,, R EXISTING FRAME 12" `fM ,r' STS IE 24" E=16.0 NEW Ci 12" STS -T- IE 12" SW=16.0 ® C AND CONE. FILL -- NH --- __ GAS - - - _ _ _ _ _ GAS GAS P __ IWMH FIELD LOCATED 1' - - - - - - GAS - - - - ■ -- - - AS TO N EW --M. �di-In l � GAs RIM=27.44 SEE ? - - - vHT1 LOCATION APPROXIMATE S U FILL WITH COMPACTED GAS IF 12" E,W=17.5 - - - (ABANDONED, MAY BE 5=0.0028 - ---- - -I �� STRUCTURAL FILL TO sEfBANDONED PROPERTY LJNE ER PAVEMENT) CONNECT T EXISTING < 12' STS X ROAD SUBGRADE. ,PIPE AN � ROP I U RIM=27.57 N�------------ - 1 - --- �r IE 8" CONC W=20.4 vLn IFSSMH 24" CONC S=16.6 STS STS SSMH + 13 SSMH RIM=26.37 _ � I 11 11 1 RIM=28.06 - RIM 4" W RIM=26.48 IF IF SE=112.16 J N IE 12' CONC N=22.3 IF 24" W-10.7 IE E,W=19.0 = - �j r I T IT II II 11 111 11-I I o ° IE SUMPE 12 =20.8NC -22.6 IF 24" E=10.3 //�_--- - - - - - - - - - -- IF W,10.9--�-------- i �- p p TEL, -TEL O I_ 11 II 11 I �11-- I � I � _--- - -- - - - - - - - - SS SS - --- SS - ----- II • _ ---- - ---- STS I I `n ° SDMH IWMH FIELD LOCATED STS RIM=27.38 IF 8" CONC NE=2 . IE 12" CONC N=18.0 RIM=27.66 RIM=27.39 IF 12" CONC W=22.4 I I / - STS STS - STS IF 24" CONC = 7.2 IE 12" CONC N=19.1 IF 24" W=22.2 IF 24" CONC E=22.5 I I o I 12" - 7 IF 24" S=22.4 WATER LEVEL=18.4 IE 1 CONC E=19.8 0 CB x IE 12" CONC S=20.2 = I B--4X4' X-__------ x IF 12" CONC W=17.7 RIM-27.24 I i i IF F" rnmr c�-�� 1 ' .NV W 19.8 TOPOGRAPHIC INFORMATION IS DERIVED FROM AN _ AERIAL SURVEY CONDUCTED ON 2/5/93. SOME F GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE 75Ri717' CHANGED.THE CONTRACTOR IS RESPONSIBLE TO BE SUBMITTAL FAMILIAR WITH THE CURRENT SITE CONDITIONS. 0+00 1+00 2+00 3+00 4+00 5+00 � Z = w zip : .zip : = Z� i� = Ow. . . I z= OW F �.0�! Z�:0w z� Ow z= I,j _. . w.�. OLj LLI �.Q. OwQ. Q� Ow . .� w I. . . . . . . EY C) O� _ X C��O X O X O� X OX O :O OX �. J.O. �n" -o .. .._o . E (STING GROUND L� O: 13 U, �Jo WW ��o w W X 130 _ o�.... ......... o� o� CAI �.o�.. o� . 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W T I EXISTING. 27„ SS z� ..... ....... ....... ...... ......... Z:... 0 . . . . . . -_ -� ---- ---- ---._ 110 . . . .. ...= ....... .. ..... .. . ....... ..... ....... .... .... C) 110 0 z Of .. ......... = 0 0 �0 ... . . .. . . .. ....... . . . .... . . . . .. . .. . z _ ... w w I z _N� .... ........ ......... 0 a 105 .... ....... ......... ...... ...... . . . ...... ......... ... ....... . . ...... ......... . - - _ Pd S=0.0013 F-F --� cn 63 s .... ......... Q z ... .. INV. ......... .. ...... _ ........ ...... .. ......... JACK AND ORE, SEE ,3 .... ......... ... .... . . ..... ......... 10C ... 100 ELEVATION 0 EQUALS MEANS DESIGNED: CHECKED: DEPARTMENT OF NATURAL RESOU DATE: - SEA LEVEL 1929 USC & Gs O CTO B E R 1997 (ADJUSTED 1947) KJD BRYN MAWR SYSTEM IMPROVEMENTSBEC 3 1 1997 ® GARRY STRUTHERS ASSOCIATES, INC. KING couNrr PIPE: .> - 3150 Richards Road, Suite 100 ELEVATION ,oD EQUALS MEANS DRAWN: SCALE: SEA LEVEL 1929 USC & GS (ADJUSTED 1947) FILE N0: DEVELTY OF;a ENT N ING Bellevue, WA 98005-4446 CGH H: 1 " = 20' PLAN 8c PROFILE CITY OFR�NTON Phone: (425) 519-0300 RECOMMENDED: V: 1 " - 5' DRAWING NO: Fax: (425) 519-0309 nAruM CONTRACT NO: King County STA 0+00 TO STA 5+00 C 101 APPROVED: Vo. REVISION BY APP'D DATE COORDINATES & BEARINGS ARE BASED ON WASHINGTON Co- C731 30C SHEET NO: OF ORDINATE SYSTEM NORTH ZONE G� A B C D E F G �p f, q - 5 N' 0 w t_ J 3 0 0 i Z r m co Ln / U W 0 C No. / L REVISION �JLJr—I u�4J Lj / (~ [ � I �JDI BY IAPP'DI DATE WILLIAMS AVF. N uj_f t_ E[ j ❑ L �J L 1-1 J C, �ElF1 [I vo �(_�j L_( ^= -� 00 I�: ; FYI M 4� ) L LID Ej I i ❑ I j� IELI ❑❑^q� 1 ') fin, Ei �� o f I I r r GARRY STRUTHERS ASSOCIATES, INC. 3150 Richards Road, Suite 100 Bellevue, WA 98005-4446 Phone: (425) 519-0300 C Fax: (425) 519-0309 � LAKE WASHINGTON 250 125 0 250 500 750 SCALE: 1 " = 250' PERMIT SUBMITTAL LLI >- Z J O C� � Z V-1D 0 Ory O LL U Z — U LJ Q F' W Z N J O to Q ��tiNNINC' _ cn v � LL = � U Q Z DESIGNED: CHECKED: DEPARTMENT OF NATURAL RESOURCES ;DATE: K.J.D. _....... -- BRYN MAWR SYSTEM IMPROVEMENTS f OVEMEBER 199 DRAWN: SCALE: I FILE NO: I C.G.H. RECOMMENDED: ;NEIGHBORHOOD DETAIL MAP' DRAWING No: NONE ; CONTRACT NO: King County GI 05 _ APPROVED: C73130C ! SHEET NO: OF 2