Loading...
HomeMy WebLinkAboutS-204501I A I I I I 1 A l I I I T RECOMMENDED 13ECOMMENDED A PORTION OF THE SW /4 OF THE NW /4 OF THE NW /4, SEC 15, TWP 23N, RGE 5E. W.M. Fo APPROVAL FOR i BV BIOFlLTRATIO SIYALE SEE SHEET 3 �_ 75.00' 62.00' 60.00' / 60.00' / { 60.00' 60.00/ 70.00' 88.00' 83- F E % f ! / W W ` - - -� Q j w w 3 I FF 399.0 I °�l FF 395.0 f 00 �9 O o -1 - -- '' m z - - ,� ^) 2" �'! I 3 - Wpm '' °» o N 4 S v / a a 5 0 "' 6 �' z r {�`' a z on � I 8 � o a / t I in 7 a �- -- J / -J 1\ t in A= 53.90' b 0 m N / a I Ln o °z _ _ /' �-- �Z I •,\ - z / - - - o - - - �- - - - z FF 401A q0 FF 407.0 6" �L-w� SIDE ii SOR 35 PW' 2.OX SLOPE I � FF 408.0 � I ', I/ 1 FF 405. I � PER D =25'44'12" - - - -, 12000' F85tosSe'Gr o u / a ago N QO VE E OR I FF 399.0 SS M2SFA' - -L. - ?� % m La IA •. � f _ - � _ u>; II A= 24.57' 136.00' D= 11'43'4 ' / _ '� rF vo8.i2 EXJT N4 MOUSE 1.,' / '1 EXTEND b- �IDE TO L70SIa+G I I t� GA �� CONNECT TO 'SEWER ( CT T PER ,) � M R / ALL A1i)AFil/ A6S >V p Op 5 wT tBIE � ALL N _ I -... -. - 88'1559 °W 1- 17 R =120.0 m - � _ � DC„� 0 / 10' SEPARATION %' D =89 1�f 39° =38.9 R \5.0�' I j 1 F I -iJl L - - M -� - _�A� uA4iTAR1'M91 1.5 Ff OUTSi E F m O C� V CLEARACdCE (TYP) �F �--FPP6 fm - _ m •� m . O ry pJ A= 53.03'. /jP.OX X m - _ - Ly N 20' UTI T� EASEMENT W 30 LF B' PVC S5-SDR-3 - -- 1 1.14'j" 58875'59 "E ' FROM.PROP LINE / o Ti TTTi»/ =' + w J �. - D= 3758'40' Ju ,I K ¢ R= 80.00' / Q 6'�_5tiE LOT IpJE 0 CONSTRUCT LEVEL PAD AROU- - °� %148.64' - - - - - -- - - ---� - -- _ C -Q N W m _ - (NOF, I/ SS MH 10' K1DE W/ 3: SIDE I - 62.00' _ y0 SLOPES USE CLASS 'Al M It PIT RUN FOR FILL I 1 - t -- NEW 8- Wll 1 YW ' N I SS MH #1 TNPE •� m FF 392.0 STA 6 +37 as' LT T `t I INSTALL NEW MH OVER EXIST M w 12' SS. FIELD VERIFY LOCATION i. -- �� tr m 69" / . �' AND DEPTH PRIOR TO CONSTRUCTI N >; I 1 +00I ..SHB'1 l 2+OD 41 7.04' 3+00 / • - q -� '\ 365 LF 8- SS � 35 P�PC B BIOFlLTR N SWALE'SEE\ 3 1 N86i5'S9 'W 618-87 �s EXISTING WOOD FENCE ALONG P/L3 122.10' N88'15'59'W - �.� STA 0+00 SE 2ND ST - NE SECOND STREET \ SSTA 4 +b5 10' RT AS EXISTING 15' WIDE SS ESMT 13 +05.1$ C/L UNION AVE NE B- XB-X6- PVC TEE TYPIGA) \� ( IXiE7JD SS UNDER EX SO �r4 6' OL WY EXTENSION \ VERIFY \ 1387.25 STA 13+25.03 =1/16 CDR SECTION 15. TWP 23N. RGE 5E. TOP SS �� MH LIDS SHALL BE WATER TIGHT LOCKING TYPE PER CITY STNDS. STA D+DD --NW 1/4 CDR SANITARY SEWER PLAN EXIST SS MH SS MH 04 TYPE 1_48 _- _ STA 6+37 33' RT RIM 389.5 STA 1 +00 10' RT - RB -' -- -` - ' - _ E 375.92 (VERIFY) SCALE 410 1+00 2� 00 3 +00 4 +00 1' =5 FEET 5 +00 6 +00 DATUM: CITY OF RENT 400 TBM RR PIKE 1ST UTIL TY POLE 400 AVE. EL V= 408.27 40-5- CA PR FILE NEW PA ENT EXI NG GRADE i EXISTING ARON AT CENTERLINE 400 40, qT _ ! 390 f 7 390 SS MH f 407 9 _ LEVEL P )D SEE SHE AROUND SE -T 3 MH IE 400.2 a' EAST Rg 400.3 8 SS DR 38 PVC ------------- 69 N AS Bu,Lr SDR 3 PVC 1 VERT PAD 390 1,50 'UNDER MH #3 A63i4 CF 8' S$ SD FA BI 382. 0 380 M1 d+' RB -1E 38 40 8" EAST RIMM X20 AS 34 .R UC 5�6. 62 385 N W BUTI - IE .71 8' WEST SAN 1 A R Y S E WE PROFILE Inf con rmation mar truction by r ed "AB" or ie. It is st "as built- w own correctlyI s measured on these drawings. after Z J FAO tof WA_. e! RS t 3 85. G SCALE 1"=2D 1' =5 FEET HORIZONTAL FEET VERTICAL (l{ Leo n, PLS = U H-- E��2 s S RM 6 I MH #1 7.000 AB 377.00 8" VVI 3gG.d ST and E. Emers fop r Ica e numb r 17665 < 0 ER/DE­ OPER I 378.15 12" (VERIFY) CITY OF RENTON A L E BARGER !> z° L Womm 16/,//f3 19ffi RE UNION A 4TON, WA E DEPARTMENT OF PUBLIC WORKS BRIAR PATCH SUBDIVISION, RENTON, WA �6 NE SECOND STREET SANITARY SEWER IMPROVEMENT PLAN DESIGNED AJR DATE FILE NO The DRAWN AJR SCALE 1"=20' FIELD BOOK PG vvW Rykele Englneering Group Inc. Consulting ELlgi mm -CMI. Munidpal, Subdivisions P.O. Box 133 Kant, WA 98035 -0133 (206) 631 -8598 -2 45 CHECKED AJR SHEET 5 iy OF 34 N0. REVISION BY APPR DATE APPROVED DIRECTOR OF PUBDC WORKS I A I I I I 1 A l I I I T