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HomeMy WebLinkAboutWWP2703376.25' PUBLIC SM WALK LK & UT LL- CO EASEMENT CD- -15'45"E 4+00 0 te \EX. DRAINAGE POND 6' cycione fence 6, cyclone nce X --- X X �-X�------- x X-�x Gate-- ------ ------ STIA 0+38 (SEWER MAIN) STIA 7+22.5, 0 C.L. (FIELD AVE) Gate SAN SEWER MH #3 (STD MH-48") 0 RIM: -40i..fi 400.0rZ C71 o IE 391.19 (8" PVC, SE) OUT 390131EI.- 394.29 (8" PVC, W) IN ­S-6 9 2 3 -4 4 E 175. O�' -77`--G7 18" CONCRETE CULVERT 388.08 IE STA 3+67 (SEWER MAIN) 0 tFI[fLD Q ;fbEWALK STA 7+62.6, 2' RT. AVE) \-PROPOSED SAN SEWER. MH #2 (STD MH-48') CONTOURS "T2 RIM: W6-.05� 400.4-9 &SIE: -390,94 $) OUT (TYP) PVC, 'ISITA 1+58 AO b bL 0 STA-10+2147- IE: 39+7et PVC, NW) IN 0+21 66.,/ STA 0+91 WIN. 2% STA 0+----- 47 26' c@ STA MH 6" SEWER STUB I\ 6" SEWER STUB 6" SEWER STUB 7 7 7 6" SEWER STUB IE: MIN FFE: STAO+55STUB396,0 26' 0 MIN. 2% 26' IN. 2% 40�2� 26' 0 MIN. 2% 26' 0 MIN. 2% Cb ILLI 6" SEWER � 5 ---- St�` 1'+70 (SEWER -M-AIN) m IE: 393.7 IE: - -3-9 IE: 392.9 6" SEWER STUB 42' @ MIN. 2% IE: STA 4W.-22-j­ (-2�d PQ IE: 392.0 3 31' @ MIN. 2% 48 SAN SEWER MH #5 (STD MH-7148") RIM: 401 STA IE: 393.0 -D MIN FFE- 4+22-05� 4 -398 STA 6+24, 5' RT. (2nd L) 397.0 Cr 3 IE: 392.6q (8" PVC, E) OUT --- SAN SEWER MH #4 (STD MH-48"' 0 IE: 392-.74- (8" PVC, W *::N) IN 9 29 z RIM: 401.*91,& -eZ 19, L' PVC, N) i t4 '3q I .4a IE: 494.46 (8" PVC, SE) OUT 38 0 28 1 q i 1 1 4' HIGH RETAINING 00 i I MIN FFE: IE: 391.'7& (8" PVC, W & N) IN MIN, I- E: + MIN FFE: WALL WITH 4' TALL 399.0 MI-N, FFE: < I (A ?- -- ---- 26 39$.0 STA 2+61 396.0 398.6 FFE: IE. 39(.4ko 46 1 BLACK VINYL CHAIN ------MIN FFE: 6" SEWER STUB 4C)o > I I / LINK FENCE ON ti 25' ` I' 398.0 1 1 1 1 398.0 1 42' 0 MIN, 27., TOP BUFFER I > IE: 391.9 ADJil- ST EXIST, MH RIM 4 2 7 OE-F-V�F- ---m TO NEW ROAD GRADE 184 4'q-f 9% 4 1IA 4X. STORM MANHJLE MIN FFE: M DRAINAGE 25 SStAH # zA% (sm. MH-4W;) I RIM 397.48 398.5 1� I STA 2+25 puw 1 319.4-3 3f ADS N 3q8.O6 IE (EXAT) 6" SEWER STUB IF-: �,C(O -135 � Q) S 388. 08 IE (EXIIST) -HIGH WOOD FENCE ALL - -- ---- 1-' 5 10 - Z,4- C2> OUT 150 @ MIN. 2% L IE: 393.9 AROUND­-TO-P_ OF POND STA 2+17 ADS, 1 (SEE - -12� ­­ - - 3 F-)6" SEWER STUB 7 >5­�\`-­ DET. SHT. 26' 0 MIN. 2% LI - - - - - - - - - - - - - - - - - - - - 39B - - - - - - 31 IE: 390.9 1,42, 6" PVC 0. 78 0/61 IL .1 e- - - - - - - - - - - - - 39 770-W ----- - - - - - - - - - - - - - - - - - MIN FFE: 10' Water eas�m n - - - - - - - - - - - - - - - - - - - - - - - < - - -0 a C.O. &9� - - - - - - - - - Re c --NO� - - - - - - - - - - - - - 10, 398.0 LU 84060 7j0509 I - - - - - -- - - - - - - - - - - - - - - - - - - - - - - Cf) -- - - - - - - - -394 n nm=M44 11 -- I NATIVE - - - - - -- - - - - PROTECTIO 390 - - - - - - - - GROWTH 0 ---- - - - - - - - - - - - - 3: 1 CL L 1-4 1 1 1-11 STA 2+22 - - - - - - - - - - - - 388 - - - - - EASEMENT 2 - - - - - - - - - - - - - - - -- - 1 6" SEWER STUB Zi - - - --- 04 - - - - - - 7-.---- -386 -- - - - - - - -- - - - - - - - 145' ®MIN. 2% 0 7-- (REMOVE) IE- 393.9 Eq 18" ADS CULVERT STA 1+9 n11 394.57 IE 6$$ SEWER STUB (D . . . . ........Ujm�_�40 -1 42' @MIN. �-1%0 > ItI Lj IEX. CATCH BASIN IE: 391.1 II I I ­.- 3'L S, -T\RACTi�.iI I MIN FFE: RIM 397.02 IE 45 :3 1 �'Ii j­I-j- I L CO UJI L -j 398.0 16" ADS NE 394.11 IE 0 I L MIN FFE: U- L A U- (REMOVE) m J 18" ADS IE W 394.4��I 395.0 49 STA 1+62 MIN FFE: - - - - - - - - - - - --- j I C I I I I I "N' \ 1 396 397.0 :2 7 - - - - - - - - - - - -- III I - - - - - - - - 6" SE)YER STUB 1.4 26' 1K MIN. 2% V? - - - - - - - - - --- 5' DRAINAGE - - - - - - - - - - - - -,�- \ \,�\ 1\'� z-_- - - - I I I I EASEMENT l390.6 0 L_ - - 389- <\ \\\\ 11 1 1 1 - - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 390---- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - C14 IIIII - - - - - -- - - - - - - - - - - - -392 - - - - - - - - - 12' WIDE GRA L ACCE W 4c� ALL - - - - - - - I IOD FE - - - - - - - - - - -- - - - - - - - - - - - - ROAD ®MAX. 15%x L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7� 4' HIGH RETAINING WALL AROUN IT I P 0 F/Pp N D 2 -5% < 3f Z -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - T SHT. L - - - - - - - - - - - - - - - - - - - - - - - - - - - - ::L -�j I / 3. WITH 6' TALL SOLID (SEE DE C SIDEWALK Ld - - - -•- - WOOD FENCE ON TRACT -398 7. 0 -L. 12' DOUBLE 5' PUBLIC 0 SWING GATE & UTILITY I A LINE (SEE DET. SHT..Ji) EASEMENT STA 1+66 15' WIDE GRAVEL ACCES 7- 1 394- 5-WA=, 3 HIGH WOOD FENCE STA 6" SEWER STUB ROAD @ MAX.15% -389-5- AROUND TOP OF POND 6" SEWER, STUB 42' @ MIN. 2% ADO-,- IE: 391.1 4/,4 1 (.n (SEE DET. SHT. 12) 26' @ MIN", 2% IE: 390.6 3 &5; - a - N41 N FFE: I - I -so �'12 DOUBLE 3,83,5 @ MIN FFE: SWING GATE NOTE: SIDE SEWER STUBS //395.0-, i I i I 9 to 0 348.0 12' WIDE GRAVEL----_ MAY BE RAISED TO BE ADJUST EXIST. MH RIM �RAC ACCESS ROAD 12 MIN. 5' BELPW TO NEW ROAD GRADE LOT/HOUSE FIRST FLOOR EX. STORM DRAINAGE MANHOL RIM 396.11 L 3� 366.97 - 4' HIGH RETAINING. WALL i­r I I ELEV. AS PROVIDED BY ADS N -1 E (E XS WITH 6' TALL SOLID 6' 3 ADS S 386.93 IE (E X1 S W1 BERM U 15 BUILDER. WOOD FENCE ON TRACT - - --7 LINE (SEE DET. SHT. 12 a) ES T. FN- 3 j 5 1 1 STA 0+91 SPLIT RAIL FENCE ti 12' WIDE GRAVEL ACCESS X M 6" SEWER STUB MIN FFE: + TH WETLAND 3: 398.0 ROAD 0 MAX. 15% IN-- 398.0 36 42' @ MIN. 2,% IGNAGE 0 IE: 390.8 MIN FFE: MIN FFE: 4 12' DOUBLE 398.0 1 398.0 43 SWING GATE NATIVIf�� STA 31+91 MIN E: STA 0+48 GROWIH ENT -CURB, GUTTER & E A K. PROTEC 0 SIDEWALKS, D W L STA 1+90 1 1 1 398. / V 6" SEWER STUB MIN FFE: EASE'M N INSTALL 5' ASPHALT 6" SEWER STUB 395.0 36' @ MIN. 2% 26' @ MIN. 2% TRANSITION RAMP STA 1+20 IE: 390.3 6' wood fence, IE: 394.0 6" SEWER STUB STA 0+80 STA 0+09 6" SEWER STUB 6" SEWER STUB CL 36' 0 MIN. 2% < 36' @ MIN. 2% 36' @ MIN. 2% 12' TO BE DEDICATED IE: 392.4 AS ADDL. ROW IE: 391.4 IE: 389.6 .D4-TCH ----- - o < P6 �i SIDEWALK SI ALK LID It NOLL Z v ' TAPE m X E)G-E- EX ---- F;LVK4-T- L-4- 0 PCl/ Epj 30+35,29 --E P- 16' 31+00 32+00 W Flow 'I ine of 7-h iE-ken-e-7 e-Tgd--' S89'24'44"E W W 30+45.4 -LU -W W -i I - I! PG WII "'I -, -1 - 32' 1+99.71 -/1 .45,ol"E N a: 35 41, N8 J. S 27+ 5'14-5 IE 28+00 PT� ��, ­� aJ 2 Water NE 2nd ST. �v S/ytic S - 1-1 11'- 8" PVC 0 0.50% 41valve S I-S- EXIST. 8" -:�EWER 0 2.10% 1 > 29 W.16 i --- EDGE-EX-PWkT.- S EXIST. 8" SEWER S )+11 (SEWEI� MAIN) N.L.1 2n ST* (REMOVE)EX. C STA ( RIM 397.58 STA 10+74, �1 RT (FIELD AVE) 12'' ADS S 394.51 IE LUA 06-053 I WEII� MH #1 STDMH sidewalk Dwy� --S - -SAN--SE 20734 Sidewalk � =- � LS SB 'RIM: 397.6, .(do EX. CATCH BASIN - -ml- - - 'm Sidewalk IE: -389-.29 (8" PVC, SW) OUT 3%-9-7 CITY (D IF Fz 1E 11111-T rr (D 1*.-.T 0 L I HURST EXIST. SEWER MANHOLE --/ Power LAUREJ RIM 401.03 RIM 400.06 Site 2 benchmarkvault I�Zf SignO 0 LS EX. SEWE A= LO 12 " ADS N 396.32 IE Hydrant RIM 397 IE: t89,3&(8" PVC, N) IN RECOMMENDED FOR APPROVAL DEPARTMENT OF PUBLIC WORKS > EXPIRES: 3/1/2008 8" PVC E 392.53 IE 12" ADS W 395.25 IE Set PK nail in top V-� E A N EX SEWEP ANHOLE 8" PVC N 389.i2./IE UJI 8" PVC S 392.80 IE 12" ADS E 396,25 IE Elevation: 399.49 feet RIM 398.58 RIM 39B,,99 IE: 389.22 (8 ,NE) NEW 12" ADS E 393.87 IE i ,e 8" PVC E 388.65 IE RE -CHANNEL AS REQUIRE SEWER PLAN ENGINEER: 12" ADS W 393.87 IE I</\- 8" PVC W 368.63 IE BY: DATE: 12" ADS S 393.84 IE LS 8" PVC 5 386.47 IE EX, CATCH BASIN 4 JA EGER EN GINEERIN G SB Stop sign Ri-m-3-97777- S.1 t e I hpnrhmark MAGNUSSEN PLAT EX. SEWER MANHOLE 12" ADS N 394,47 IE Set PK nail in asphalt BY: DATE: R 12" ADS W 394.47 IE Elevation: 396.98 feet 9419 South 204th Place 1, PER CITY REVIEW 1-12-07 8" PVC N 387.70 IE DESIGNED: DATE: 11/2/06 FILE NAME: Kent, WA. 98031 8 PVC SW 387.50 IE LAURELHURST -But L� BY: DATE: STUB s 7T P 44 (IN "T 4 �1-j A­<H1 2. MOVED POND/LOTS 6-1-07 20 0 10 2 1 0 4 1 0 NIS cF-K1rR�Fb tKal'F- DRAWN: SCALE: 1"---20' FIELD BOOK: PAGE: Phone No. (253) 850-0934 - L.0,11eec-r4to 413 Pelt V1119to fto.6 60 Fee, F(ra-D -SU(ZAIF-\, , r (3 CHECKED: dJJ o Fox No. (253) 850-0155CONstxBY: DATE: APPROVED: OF PUBLIC WORKS SHEET: 6 OF: 16 z LN 0. REVISION BY APPR. DATE 1 inch 20' ft. 17S U DIRECTOR VEC 6 3 2ftl,' �`SIDEWALK J, 41-1- - r MI OD + I 55.22 42'- 1 1 170'- 8" PVC o.&�,46 N PC 0 U') C + P 6+07.05 ro 7+00 + 6+52.38 (01 7+05.54 PI C- S 9 015'45"E 6+55.6 5 94 PVC 0 10.-5ft 0. Szf SO -23 - 22, � I I