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HomeMy WebLinkAboutWWP2703346.1.2 . MH#3Ob �, F TYPE II-60"0 MH 4 : � �� ti ; EXG FORCEMAIN OWNED # w CONTROL STRUCTURE PER DTL5 C5 " I `� BY CITY OF RENTON TYPE II-54 0 / � ;.• � ,�� ' . RIM=42,00 RIM=50.00 EXG CB IE(E)=38.85 0 o, c� T.E. 38.78 IE(N)=34.30 a n�, �.. IE 35.38 1 Z"CMP N. IE(W)=33.00 - 17{ --- \ F, _ n , �. ,Q + �� Cl WET -TAP EXG 12"0 x 12z6 T PPING TEE MJzFL --- -- V/ �.1N- - -W W- IE(S =33.00 - b 2> �,•'� ti4,. WATER MAIN PER �h ` h " . ( ). - - W_ - - W'- - - VV- - W I OR DTL -115 �' VALVE (FLxMJ) 6 ! ! EXG SDMH -� B � GA - - W FIRE HYDRANT ASSEMBLY YEBT-. 40EXGCB D PLAN B 1.02PER CO ST _ -(EB. - p- - - - . _D p D. D-D- -� t I 50 06 EXG SDMH + G CB p 11� 1 CBf4-2 v NwTYPI h� X � IF44 2 8 C TEXG SSMH o E E. 48. 0 EXG • SMH . "{-.TYPI a RIM 48; 2 , I IE3:37 12' CMP N � . - � IM=41;60 ��,• � _ 6 12 0 T.E. 47.67 � d�` � � , � EXG S .VALVE ;c'' RIM=46.50. „ ' � �AP EXG +.�' \ 1 38.90 s. RIM 42.. 0 _ 1t_iT :(N,S) SEWER LINE I 44.12 12 CMP E. i �D �.�' I I b43.31 12 MP W. .,.. = . 1 - " IE 37.701�; NE RAISE MH RIM TO �. 0 L 8 0 ADS . '�' ) _ � IE 44 12'CMP S. D � IE 43 80 � � IE-37.64 �6 51 - ��'N-12` d.5% RAISE MH RIT:O LATCH NEW GRADE ). --- W - - EXG 12" WATE �� . . MATCH NEW GRAD 1 �� ��. 5 �2 24 LF 8 0 AD 12 PIPE ���0. o> ,.e I 17 LF 670 CLASS 50. DIP. # N00'56 30 E -- 5.8 -- - , . 49 .TYPE I J r j ' RIM=37.50 INSTALL LYCAST _ j/-, , \ J� . %J, � •, /, - �J / � ,, ;i / ,; . J / / / / r/r , / / / / /,/ / / % r / / . / '. / EXG . SS •H SE 00 TRENCH r' THE C r / / / / r / / / r / / RIM= - / / / 4 IN I / / / / 8 9 W H 0 LOADING' / / / / /. 2 LO G / /� / / � , J r . • TV34. 4/fie 8 J / / / // / AP � 1 r 7 ACI ER DTL C3 � / � E 37. N S E / / / / 0 EQUIVALENT RIM 36.50 / I - E 32 r 3 / , ',, / , / INSTALL. / , /r / / LL A R r , r J' � TE ,i . 4 / r r / r IN PO A T r' r � / L LYC MOD L �/ / / S E / //, /J / / l % 14 LF 8 � CLASS. / / / / / J . / / / /, / / / "- � �' � .. < , /:/, . / / r/ • ///// / / , /� / / r / ./ / •, / / /� / \ METER W �A PR 750 C -SIN OR / �� / /. /� / / / / / / / / / / / / r /, r // /f %, /// / / J r \ / / , 50 IP ®3.1% J i / r /i /. - :/ J PER COR STD / / / ' r � 46.58 o ;r. UIV NT R rr / ALE 4. E 3 84 ,- 2 L ADS. J .� r, 8 D J / / IE-3 4 / / /./ / . 2.8 /. / / / // / ,' / r / 4 r 'r a 37 38 �/ / 1r a / J � /. J / /: / 39 /: '/ / r i / CBt7 . . . . . . ADS _ IN ALL ROCKER ,�� RIM-46.38 PER DTL 4 C7 _ �� y�' S k 50 !/ / / ' % i / f , / CB# 6G. IE=43.68 , . I� / N 12 @ 0.5% 4 '" 4�' /r/ F- CBJ c� + 50.50 r TYPE I . . # ° 100 F BIOSWALE 100E EK BUFFER LINE - + C 5 ` ; �. . a / TYPE _ , \ \h . RIM=49.25 5 \ ®0. a \ i' %%; ''"' // ' ri r. + RIM=50.70 �o\ � °`� k` 4 •,_ ,V,. /�/ /�/ F.;' IE-43.19 IE=43.49 I� o �.....--. �\ C 6 675 LF 60" ADS N= 2 36"0, ACCESS ' _ MH . STORM ILTER MH PER \ ^,PIF�PER-BIL 3 C5 RISER' INSTALL CO } �. CLEANOU PER COR . DTL 3 C -�j �. (12,555 CF) 165 . . STD DTL 6- 38 LF 8"0 ADS I RIM=35.2 \1��` ° 00 IE = 44.10 N-12 PIPE ® 0.5% �-- ^I I 11 (E)=32.37 ` �1 v- \ f' + i- w�. 1111 3 \�; �J coMPaSe►f, < Ate# cg - 0 ��, 1�2', �>' c�' �� 100' CREEK BUFFER LINE 'LvN�IT ° a I zll R =35.00 �� 36 0, �,� ' PS_��['�wIT1uN �iiZ�rtf�. I:..a_i IE( =32.34 + .. IE(W)= 0 7 �' IE(S)=30.0 ��.' } / 1 120 LF 8"0 ADS +'" \ �' �. +b.`V� ati. +`+ k. z _ �\ ` 32 �I Q N-12 ® 0.5% �. 34 �,. 48 LLJ M Lu c, I� INSTALL RIP RAP- K PROTECTION PER DTL °` - o I �' I 4/C5 WITH REASONABLY WEA6ED ROC ^\ �� ��� 42 - b ��° . GRADATION AS FOLLOWS: 40 -� EXTEND EXG 8 PIPE. TO 1-o I 5' _ 00% PASSING 8-INCH SQUARE SIEVE +- �p + -38 _� � �` CONNECT TO RELOIATED CB. + CURB &GUTTERR COR 40-60% PASSING_ -INCH SQUARE SIEVE �� 36 _ � x . I �� 0-10% PASSING 2-INCH SQUARE SIEVE g ��, ,.:' `l. STANDARD DETA`�L. F=001 w I - `I- �� 3 2 ,`,_•h� i< ". / I. /-� ,. / ), /r--y /� /-r r-' �r /-r r-r i-� / r �' r-� r� �-! i--r r-r �., r-r. �r r-� i---' r-� n16, ) r m 1 2 .1 E G 4" T O +.. _J:�) r-' r--r /- � ' - - 3� --- T' er �b I{. r -� .--r r� r ,-� 'r r `4' - 28 --- -/ , - r r-' .� r-' r--' /-/ .- r , - r-� /-/-,--r r-,-+�7.,,t?-' r-' , -� , --/ ,-J ,-- ,-r ,- ,--� r -� C t !--- EXG 24" STORM �. � . ,-. ,� � A- -- ,�°' - • +---- T + ' �G•� . .---' /-.-/ r-r-/ r-/ rr--' .-' /-' r--! .-r /-/ /-/ .--r r-/ r---' r/ . 1. 1 /-r ir--J �r -t5' r.�,;= f------- •tOc • ' -__-___ / '�� I \ N \ / N00'56130 C C , L'! 4.00' \:� i t r-/ r-' r-r /- /-r r r /-r r l • r--r / I./ '� r N12"_ L - -� ��' _ = i _ j / y D� / r r ,'`� POLYCAST DUCTILE a i--!_') r-' r-' r--�.. /-r r-� r--� r-r r-' r--� i-� r� � r ��) � __ __ -+. �- _ / �D: r� -- - ). 2r r-' r--ter r-r r-' r-r r-� r---r r-/ r-r - +V`:.<7 ry,_ �_-�- -`_ n-� ---- -:� _ IRON SLOTTED GRATING •�� �� ,-� r-� .--� r _--_-�-��-30 ----, OR EQUIVALENT EXG CONTR 00 �� _�, z , -� _ _ --- - --_- - 3 - �;�, POLYCAST 700 SERIES j - -- �- STR _-- -. _ - T y + HARDNOSE GRAY IRON Z - .,,- ---- ---- - __ -- :�l �-_` -_ _ FRAME OR EQUIVALENT � 7 I`HT ;fib = -- �,; ti R AR 7'-- 4 EBINSTALLATION _ �; -- --- # D S TION CHAIR E W). ,. - - - '��• ..�. � «_. .� 4 P BOTH .SIDES) LIFT STATION -' "MIN (TY ,�. __ ,<.. . ;>:: ,...: _ __------ a . •,� i' POLYCAST 700 SERIES 00. . tip'. . SLAB DEPTH - HARDNOSE PRESLOPED EXTRA EXG CB \ } HEAVY DUTY TRENCH DRAIN `.. i . T.E. 30.97 . t� '� tip. �. +--- r - ---- - - - '� OR EQUIVALENT 1E 28.78 12"GMP ' o ,,� ,�. J aJ (_-�- :�/ '/ ° d / DA0633 INSTALLATION CHAIR LEV. 28.32 TO DIRT Q.46 r #4 REBAR 44"L:OF SEDIMENT co/ INITIAL POUR / a d //� a ° CITY OF RENTON ' �h. --- / ° ° ° 4" MIN. TO BE DEVELOPED BY °. ° 01 NOTE 3 SLAB DESIGNER 0 \ � SEE NOTE r ° ° •,a � Approved By. Date d SEEN THE --- ° 3 j-L-DRAI N AGEj),:`,G.RAD1NG th_f I- �w�.t_ E' S PLA N' 1, MIN: EXCAVATION Approved s- Dater SCALE: 1 -2 ---- -- N WIT T OPTIONAL CHAIR INSTALLATION Approved B . WIDTH (YP) (SECURE CHAIR IN TOP DIMPLES ON THE CHANNELS) AFTER THE PP Y Date: STANDARD CHAIR INSTALLATION INITIAL POUR, THE INSTALLATION CHAIR IS TO BE REMOVED AND THE (SECURE CHAIR IN BOTTOM DIMPLES ON THE CHANNELS) REBAR IS TO BE CUT OR BENT A MIN. OF 2" BELOW THE CONCRETE Approved By. Date: o TRENCH DRAIN INSTALLATION DETAIL O e'���UU`��U 01C�jNTS LIS•• 14111, SURVEYED: SCALE: VERTICAL: NAVD 1988`� DATE: 6'I9 ` CONSULTING ENGINEERS CIVIL AND STRUCTURAL 4 NORTH D W TRENCH DRAIN HORIZONTAL: NAD 1983/1991 3/30/06 / AEP 1D/19/O6 DED DESICNm: 1 = 20' k;�vORLAI �T DETENTION PIPE SYSTEM AEP 9/27/06 AEP - - DRAINAGE, GRADING & UTILITIES PLAN FlELDBOOK: • r / s/dNAI E ' 1519 West Valley Highway North, Suite 101 2 PER CITY COMMENTS - AEP 8/29/06 DED pM S6G CGS �OS11 S PAGE; 1 PER CITY COMMENTS / / ONE INCH DATUM' 1✓U�N �GGQt21� fl puwo &� DRAwINc No: Auburn, WA 98001 AEP s 15 os DED CHECKED: AT FULL SCALE �- n EXPIRES 12/13/2007 TEL (253) 833-7776 FAX (253) 939-2168 IF NOT ONE INCH EXIT 7 AUTO SALES C3 1'�,1. OF lGlhV Z� NO. REVISION BY DATE APPR APPROVED: ACCORDINGLY \06\06019\Civil C3-019.dwg I Drafter Name: 0: MAJOR . I Plot Date: OCT 19 2006 12: 30: 30 I Last Modified Date: OCT 19 2006 11: 29: 03 I Submittal: REVISION 4. _ Ica C,,t.W1 1700 NE 44TH ST RENTON, WA tjt� � SHEET: 3 OF: 7 114 0