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HomeMy WebLinkAboutS-337608n ril P STA 0+91 6" SEWER STUB 26' ® MIN. 27 IE: 393.7 -398 29 MIN FFE: 399.0 10' Rec. & UTIu _ 4+00 - - - - 1 6" SEWER STUB 26' 0 MIN. 27 IE: 3 .5 28 MIN FF.5'R: 398---� r eamen 6wood -- SI EWALK of I �I✓ - 'm'- - .o I oiI �� I PC 6+7.05 6+ s36 1 1 S15'45_ 7+007 +05540 2' + 9 . r i 170'- A" PVr ® _.,... PT - -- -- '23' A 1+58 R 0 y -1:0 -O+2*- - - - - 26' 0'M1N. 2�� ` 6T SEWER STUBSEWER STUB 402 26' ®MIN. 2%MIN. 2% I STA 0+55 +70 R AIN) IE-- 3-392.9 6" SEWER STU�T.2nd PL) I 31' ® MIN. 2% I SAN SEWER MH #5 (STD MH<48") WiER MAIN) AI I IE: 393.0 I RIM: 401.Y6.1n0 �� 931E: 392:$1 (8" PVC, E) OUT STA 6+24, 5' RT. (2nd PL) �IE: 392-74- (8" PVC, W •8G3i) IN ---- - -� SAN SEWER MH #4 (STD MH -48" 3425©a RIM: 401.' & e?. I l2 3g2.33�0 PUc, N) It -1 2 6 3Y •42• IE: 393 66 (8" PVC, SE) OUT M IE: 391:7&,(8" PVC, W & N) IN MIN E: IE: 391-4<0 10"PVG u 1N 27 I 398. FF� Q U FFE: -- 398.0 I 51% 185 MIN FFE: I I 2 5 SrA S-44 398.5 - 1 RIM: 344.43 " _ I mo_,., -6`-HGH WOOD FENCE ALL ----J IE: 3`M•3S ��,N�lu I _ ---� F: Sqo.74- AROUND-T� OF POND I--- 7.5 IE:34oii4 STA 2+17 0uT (SEE DET. SHTr 3' ("SS' E�6" SEWER STUB - - _ _ \�J�l 26' ® MIN. 2% - - ______ 398-- __ IE: 390.9 IT--- -_---- -- _-390 Wk._--- ------ MIN FFR: --- - _--_-- _ __-39G_--_-_--_-_-_--_-_---SII 398.0 -__----_- -=-__-_-_-__�_-_- ---_3_--_ -3 94i_ -_---�-�- ----_--_-_I- 392= ---- - - - ----- ---__s======= - NB -3s0--------- --------- 389-0 WETPe------------ ------ ------388-- =�_ -- _II I _IIII III IL II �- _ ---- --I 18" ADS CULVERT 1 11.1111 w 1 I? I I I I I I 4 0 394.57 IE (REMOVE) } --- - --- 111 Irl 182%S MI IIIoU C----------�52�-y ( I I I I , I L-� ��TRACT i I�1 I I 3. EX. TCH BASIN I 1 J L ��� \ h I I I I I I I I MIN FFE: RIM 397.02 IE IIII n0 A I 11 I 1 398.0 18" ADS NE 394.11 IE I I I -----_= -- _ �� \ \ \ I I 18" ADS IE W 394.4 I 12' 111 1 -389----I I _�\\�\ l l l l 11l l 1 (REMOVE) STA 1+62 s" SE SNB \\-------- - ---I 1111 11111 15' DRAINAGE 26' MIN. 2% I --I- \ 1390.6 \�_=_=aa9o-_wH1�oNo-==-==__--- --- ----- - \\�\L-----__390-----J III--_-- ro------- 392-_-_- ----=� 12' WIDE GRA L ACC II� t---___ _ -_ -_- `L- -_- _----- __¢------- J I -ROAD ® MAX. 15 ---_--_------ ---- -��5' PUBLIC SIDEWALK 12' DOUBLE -� ---3sa===-�- ----^''�'__ --JJ -3 SWING GATE ROAD ®MAX. 15% & UTILITY EASE•fr1EW 15' WIDE GRAVEL ACCES 6' HIGH WOOD FENCE'AU I STA 1++30 AROUND TOP OF POND 41 6" SEWSR STUB /400 I (SEE DET. SHT. 12) I\ 26' a MI tJ� 2% / 400 IE: 390.6 \ SWING GATE NOTE: SIDE SEWER STUBS MIN FFE: 12' WIDE GRAVEL I MAY BE RA SED TO BE ADJUST EXIST. MH RIM \\ ACCESS ROAD I 12 I MIN. 5' BELOW TO NEW ROAD GRADE 11 EX. STORM DRAINAGE MANHOd LOT/HOUSE FIRST FLOOR RIM 396.11 ELEV. AS PROVIDED 8Y I 3 " ADS N 386.97 IE (Ex Si ) 0 36' ADS S 386.93 IE (EX ST) 1 ' BUILDER. _ 3N4/ 35 ES T. , - - - �XI MI MIN FFE: I 3 6 \� 7 398.0 398.0 I 4 1 L I I I MIN FFE: I MIN FFE: m MIN F E: STA 0+48 TA 1+90 SEWER STUB I I I I I 398' 6" SEWER STUB 6 I\ 36' ® MIN. 2% STA 1+20 p E6 90.3 0 MIN. 27, I � fence IE: 394.0 I STA WEER STA WEER ter' 6" SEWER STUB 6" SEWER STUB 6" SEWER STUB I 1TO BE DEDICATED 36' ® MIN. 2% I 36' 0 MIN. 2% 36' 0 MIN. 2% A IE: 391.4 IE S ADDL. ROW xl IE: 392.4 I : 389.6 I AT W�T-WW W ty6r w( 1 J n a 35' c� S ; NE 2nd ST. 27+ S S 528+00 EXIST Sidewalk DWY.�` DWY. Sidewalk - LS SB XONAL E\\IST. SEWER MANHOLE EX. CATCH AS N LAURELHURST EXM 01 RIM 400.06 Site 2 benchmark 0 E%PIRFS: 31 2008 8" PVC E 39253 IE 12 ADS N 396 32 IE 8" PVC S 392..80 IE ENGINEER: JAEGER ENGINEERING 9419 South 204th Place Kent, WA. 98031 Phone No. (253) 850-0934 Fox No. (253) 850-0155 12" ADS W 396.25 IE e nal In top Of CUrb seam 12" ADS E 396.25 IE Ele Vat iOn: 399.49 feat 1. PER CITY REVIEW 2. MOVED POND/LO' 5, GoRRfc'ri o AI3 NO. REVISION 1-12-07 _ 6-1-07 tiA0 \Ca -1-l4 BY APPR. DATE �EX. DRAINAGE POND 6- cyclone fence 6'xYcloneX nc r3g0 x_x x \ „-X_.-x �` x�'_ Gatecam- S A 0+38 SEWER MAIN STA 7+22.5, 89 C.L. (FIELD AVE) i \\ Gate SAN SEWER MH #3 (STD MH -48") o RI : 164:96 400.•Yz m 341.10 IE 59:1A9 PVC, SE) OUT ^ 340.431 391.29 (8" PVC. W) IN + g 3 -t 4 ' E_� - \ / 388.08 IE CUL% 7_�7_� __�_T STA 3+07 (SEWER M*) s"- % \ , ST��RT. FIELD AVE) PROPOSED SAN SEWS MH #2 (STD MH -48") CONTOURS �\ RIM: #9895 400.4° (TYR) S90 (n81E: 390,&1" PVC, $) OUT ) 3go.41 IE: 391-81• (8" PVC, IN 4 STA MHI MIN FFE: 6" SEWER STUB \ 396.0 4 8 v 42' ®MIN. 2% IE: 392.0 I-/ ,1 I `� - •�- -� _ - i MIN FFE: 397.0 I1I I � { MIN PFE: I I 4' HIGH RETAINING STA 2+61 46396.0 WALL WITH 4' TALL 6" SEWER STU 1 BLACK VINYL CHAIN I I LINK FENCE ON 25 42' 0 MIN. 2 TOP BUFFER m IE: 391.9 ADJUST ELT. MH RIM ,I TO NEW ROAD GRADE 7 �•% X. STORM D AINAGE MANI�dLE o i•I IM 397.48 6' ADS N 3 8.05 IE (EXI T) 6T SEWER STUB °1 6" ADS S 388.08 IE (E1jIIST) 150 ® MIN. 2% - - 2 IE: 393.9 11�1llh;1 1421- 8'� PVC 0,76'0 I i• i --I QF-: 341.4 % 1 / STA 2+22 i I I 6" SEWER STUB STA 1+91 / I \ 145' ® MIN. 2% 6" SEWER STUB \ SIE: 393.9 42' ® MIN. IE: 391.1 " 45 i 49 MIN FFE: I 395.0 I 1., 7.0FE: 39 I I 4' HIGH RETAINING WALL w WITH 6' TALL SOLID _ WOOD FENCE ON TRAC STA 1+66 LINE (SEE DET. SHT. 1) 6" SEWER STUB 4 A E2' 91.1 2% y9 FFR: 9s.0 11 I r' /4' HIGH RETAINING WALL i WITH 6' TALL SOLID WOOD FENCE ON TRACT STA 0+91 LINE (SEE DET. SHT. 12) 6" B SEWERS 12' WIDE GRAVEL ACCESS 42' ® MIN. � ROAD 0 MAX. 15% \I\ IE: 390.8 14 3 12' DOUBLE I SWING GATE \ f ]N FFE: 395.0 3' EASEMENTDO DO 7� IW I Go I, m 1W OD FE44 ALL AROUND' P OF/PPND (SEE D I' HT. 72) RAC 6_BERM SPLIT RAIL FEI �\ \ \ \\V I I IGRO NATIVE 2- \ EASEM -teY' U I GUTTI ASPH, RAMP '_B CH -_ -AspHq<T -- - - - 'A - _ �P 30+35.29 _ �- - Flow {e of thi_C_ eneU eTge - -(� - - "- 31+00 S89 '24'44'E I 32+00 30+45.48 j I W W - r �r rr'7�� N84 -45' 01"E a �2 water NE 2nd S 1 . R 2.10% S 29+ t6 11'- 8" PVC ® 0.50% !�� valve - - EXIST. 8" SEWER' S II I STA 0+11 SE MAIN - EB6E'E1(-P14�4T. (REMOVE) X. RIM 39 .58 STA 10+74 1' RT (FlELD AVE) 12' AD S 394.51 IE SA"�Eytl€F MH #1 (STD MH -48") LUA 06-053 Sidewalk Power I 00 vault 88 \\ 39387 IE 393..87 IE 5 S III i 393.84 IE SBuI I zo o to 20 ao 1 inch = 20' ft. N 6+ 11 II// Stop sign 9 -no 1® E ARPM o IE: -3 a(8 PVC, SW) OUT 30.9 CITY OF RENTON rant g� Ls RIM 39 w IE: '.589,38-(8" PVC, N) IN RECOMMENDED FOR APPROVAL DEPARTMENT OF PUBLIC WORK! 396.9 MANHOLE 396.99 8" PVC W 389. 1 I IE: 389.22 (8",NE) NEW I d. .Q� 'VC E 388.65 IE RE -CHANNEL AS REQUIRE - SEWER PLAN'VC W 385.63 IE BY: DATE: 'VC S 388.47 IE EX. CATCH BASIN RIM I 111site I henchmark MAGNUSSEN PLAT (HOLE 12 ADS N 394.47 IE Set PK nail In asphalt DATE: - 70 IE 12" ADS W 394.47 IE Elevation: 396.96 feet JJJ IE DESIGNED: DATE: 11/2/06 FILE NAME: .50 URELHURST LA 5 - BU BY: DATE: PRAWN: dJJ AS -Bulli' PSR FIELDCF_"T'rksFbIKITE CHECKED: JJJ SCALE: 1"=20' nEWBOOK: CpWSLL_TP"TS 5 NE '1D2S, aAt,4. 2DO5 BY: DATE: IIZy/pQ APPROVED: SHEET: 6 OF: "iaecro" or ",."mac w A3'.5-35-760$ cV5.33166Z IIIECSg21n,