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HomeMy WebLinkAboutS-305901*STORM DRAINAGE gMTRUCTION NOTES Q C.B. #1, TYPE 1 RIM= 409.85 I.E =408.34 02 C.B. 12, TYPE 1 SPILL CONTROL SEPARATOR SEE DETAIL SHEET 3 RIM = 409 -32 LE= 406:62 (1 ) C.B. #3, TYPE 1 SPILL CONTROL SEPARATOR SEE DETAIL SHEET 3 RIM= 408:56 I.E.= 406.05 ® C.B. 14, TYPE I RIM= 408.56 LE= 405.89 05 C.B. 15, TYPE 1 RIM = 409.81 I.E =407.90 © C.B. 16, TYPE 1 SEE DETAIL SHEET 3 RIM= 40922 I.E.= 407.26 7 C.B. #7 -10, TYPE 1 g RIM= 409.90 g I.E =407 -80 10 C.B. #11, TYPE 2 (SET OVER EXIST. 1 T SD) RIM = 406.7± (MATCH EXIST. GRADE) LE= 401.00 (8° NEW NORTH) ® C.B. #12, TYPE 1L WiTH SOLID COVER RIM = 408.86 I.E =404:85 (ALL PIPES) ® ISOLATION /DIVERSION C.B. WITH SOLID COVER R!M= 408:90± (MATCH) I ES(IN)= 405.82 (N. & S.) I E(OUT)= 405.15 (TO VAULi� I.E((((Olt1JT�)'= 406.49 TO C.B: 12) (SEE DETAIL SHEET 4) *NOTES. I ALL CATCH BASIN 's ARE FITTED W GRAVED GRATES UNLESS OTHERWISE N 2. ADJUST RIM's TO MATCH FINISH G PRIOR TO ASPHALT PAVEMENT. SITE CONSTRUCTION NOTES S.E. 1/4, S.W. 1/4, SEC. 3, TWN. 23 N., RGE. 5 E., W.M. 01 5' WIDE CONCRETE SIDEWALK TO REMAIN. SANITARY SEWER CITY OF RENTON, WASHINGTON SYSTEM CALLOUT3 02 EXTRUDED CONCRETE CURB PER DETAIL SHEET 4. 61 LF- 9'0 PVC S.S. 0 1.07. � REPLACE 45' OF EXISTING S.S. WHILE MAINTAINING : 3 LANDSCAPE AREA PER LANDSCAPE PLAN. O 13 LE 6 0 PVC S.S. ®1.0X EXISTING SLOPE BETWEEN LE.'s AT PIPE ENDS. CONTRACTOR TO COORDINATE WORK WITH C.O.R. � 20' 0 20 ® VACUUM STATION AND TRASH RECEPTACLE BY 3 100 LF. TO PVC S.S. 0 0.69% OTHERS.. (SEE ARCHITECTUAL PLANS) UTILITY DIVISION AND OTHER OUTSIDE URt.TIIES AS '�. : NECESSARY. REALIGNMENT OF SEWER MAY BE �' \ FOUND Z ]RON PIPE WITH CONCRETE AND NAIL DOWN O.4 IN CASE. AT THE INERESECTiON OF SCALE. I" = 20' 99 LF, e'4 D.I. S,S. 0 0.69% NECESSARY TO AVOID EXISTING UTILITY STRUCTURES. 0 \ \ NE SUNSET BLVD. AND DUVALL AVE. NE. CiTY OF O5 ASPHALT CONCRETE PAVEMENT PER SECTION DETAIL 136 LF. S0 D.I. S.S. 0.5X ALL EXISTING UTILITIES TO BE LOCATED PRIOR TO BEGINNING WORK. Os RENTON CONTROL POINT #1844. / SHEET 3. ©1i4 SEWER STUB -OUT ®MI.iIY CONFLICT AT THIS LOCATION.', CONTRACTOR © PROVIDE A SMOOTH TRANSITION BETWEEN THE TWO I.E= 407.50 PROPERTIES. TO ADJUST EXISTING STORM DRAINAGE PIPE AS TO PROVIDE G VERTICAL SEPERATION \ tz_ \Ss 7,200 GALLON OIL./WATER SEPARATOR NECESSARY BETWEEN TOP OF SEWER AND INVERT OF S.D. \ \ 7 NEW 1.5:m WATER SERVICE METER WITH PIPE k psX 'PIPE INC. MODE 48 -SA -8 WiTH O CONTRACTOR SHALL PROVIDE LINE AND GRADE 48-SA-T TOP SECTION FITTED WITH STAKING FOR CiTY CREWS TO INSTALL METER LOCKING STEEL COVERS. (PER DTL SHT 3) 1V CLEAN- OUT's'SHALL BE INSTALLED PER DETAIL SHEET 3. ADJUST RIMS TO MATCH FINISH \\ _ / RIM= 409.85 08 .MATCH ADJACENT GRADE WHEN POSSIBLE. I.E= 406.89 ((IN) PAVEMENT GRADE (TYPICAL) �_. -. > �- \ 55 a�\ TEMPORARY CONSTRUCTION /SLOPE EASEMENTS LE= 406.39 (OUT) REQUIRED ON ANY WORK PERFORMED'' ON PRIVATE T8 S.S.M.H. #1 - C.O.R. STANDARD 5470 LEGEND ;NTH 0\ PROPERTY. SHALLOW 'FLAT -TOP' MANHOLE. PROVIDE ADJUSTING RINGS AS NECESSARY � PROPOSED STRUCTURES 0 SANITARY SEWER CLEANOUT TInN APPRC7.LJC' \ I 0 _ O 1` C L, (r t� 09 DAMAGE /DISTURBANCE'TO ADJACENT' PROPERTY TO TO MATCH EXISTING GRADE BE RESTORED TO PRE - EXISTING CONDITION. RIM = 410.0±' (MATCH FINISH GRADE) N OIL /WATER SEPARATOR �. J PROPOSED PAVEMENT SURFACE XV ,\ VICINITY' MAP o I E. 40421 � EXIST. SSMH NOTE TO SCALE m .emu 10 WASH BAY CONCRETE SLAB TO BE FINISHED WITH CONTRACTOR TO UNCOVER EXISTING g ® CATCH BASIN -TYPE 1 \\ ❑ \ s BASIS OF BEARING: SLOPE TO DRAIN 0 1.0% MIN. SUFFICIENTLY TO MAKE NEW CONNECTION PROPOSED CONCRETE SURFACE TE 407.75 _ ® z ` CATCH BASIN - TYPE 2 54 "0 O � IE= 400.45 (N,E,SE:W) 8 "m P�!C RECORD OF SURVEY, RECORDED IN VOL 77 OF SURVEYS AT PAGE 292, UNDER o r a EXISTING SIDE SEWER CONNECTION TO KING RECORDING NUMBER 9101109001,. RECORDS OF KING COUNTY. w • 11 1 -i/2" R.P.B.A. IN INSULATED AND /OR HEATED AND BUNNIES MAY NEED TO ,BE UPGRADED WAS METER ❑Q CATCH BASIN...- TYPE 1 W/ SOLID LID � " � BENCHMARKS: BOX. CONTRACTOR TO CONTACT C.O.R. WATER PENDING RENEW OF ITS CONDITION. im UTILITY FOR BOX SPECIFICATIONS. WATER TEE W /CONC. BLOCKING HP PRO it I nri r:lla ORIGINAL BM: - CITY OF RENTON. BENCHMARK 1844. FOUND Y IRON PIPE WITH CONCRETE: AND NAIL DOWN ° i�F E?I_ I. -" 9 �.. .\ 0.4' IN CASE AT' THE INTERSECTION OF NE SUNSET'BLW: AND DUVALL AVE::NE(538th AVE) °w _ EL -'.409.38' m. S 12 INSTALL 6' WIDE CHAIN LINK GATE CENTERED ON E WATER CAP - 1k EXISTING FIRE HYDRANT. GATE HEIGHT TO MATCH �. \ ORIGINAL BM: N � t -" `� :/. ,nil, CITY OF RENTON BENCHMARK 159. FOUND 4 X 4 CONCRETE MONUMENT WITH BRASS DISC EXISTING' FENCE w GATE VALVE - ' \ _FOUND CON±, �iON' lC/f r 0.7 IN CASE AT THE INTERSECTION OF UNION ST. AND NE 12th ST. W NAJL EL : P 415.95' OWN 13 INSTALL STORZ FITTING ON EXISTING FIRE HYDRANT, a 9 n ITNS, CASE i o o : - O DOWN.O6 \ TBM (1C: IN o n NE ANCHOR. SOLT OF LIGHT STANDARD LOCATED ON THE . NORTH SIDE OF SUNSET BLVD. o o FRONT OF BUILDING NO,. 4602. EL - 406.26 ' , O 1 -E GA V VEAL () __ !- _' ',. \ \ \ .. .:' :' :\ TBM #D: POINT OF THE NORTH 41 ,.�_ � ______! , ' +_.- - TOP, SW CORNER OF ECOLOGY BLOCK LOCATED AT THE APPROXIMATE. MID ,. _ c :" I .• I �'r PIPE PROPER' LIVE.. EL 413:80' >. \ f m Y ' NN _ \ In,, � \\ � \ i DATUM. X", I \\ =2 \ CITY OF RENrON (NAND 88) Y CONTOUR INTERVAL ITN _ . °.' LxIST FIRE .. LEGAL DESCRIPTION J OTED. I . -. .`.- / 5 BADE 1 1- 1 /T -RBPA IN -HEAT 8070 . -' ' 17 „ ` _ `. ; 70 .. � . � . - � - F! / \�.l �� _ W T.. WESTERLY 110 FEET AS MEASURED ALONG THE NORTH LINE OF TRACT 17 OF 'PER C.O.R: W ER,ulnm - _ G ��� �� \ JOSEPH P. MARSHALL TRACTS ACCORDING TO THE PUT RECORDED IN VOLUME 38, o i 1 � OF PLATS AT PAGE 30, IN KING COUNTY, WASHINGTON: - EXCEPT THAT PORTION CONVEYED TO STATE OF WASHINGTON FOR STATE i - .. - ,� V�F.� -: 00 BY DEED RECORDED UNDER RECORDING NO. 7906070189 STORM DRAINAGE SYSTEM I I ROUTE 9 S`iORnli CONSTRUCTION NOTES t EXIST c3� \� \2 "MAINTENANCE RESPONSIBILITIES OF OWNER z M l F.O.C. i i -lax ooMLti,IDyaltx iE7ER PROVIDE 3 EQUAL SPACED OPENINGS IN 6 D.I: t TE =4D6 J� \ �'.' CHECK NECESSARY. BASINS ANNUALLY FOR EXCESSIVE ACCUMULATION OF SEDIMENTS AND CLEAN f ______ _______r________! \\ \ IF N C BASINS AS NEEDED CONCRETE CURB FOR FLOW THROUGH ! - ' Ir =404 ::n r �E' 8'�P,1C`� \ r \ c `ra' CLEAR DE FROM CATCH I \� ` .. our essARr ! \ �F =4G4 P� (�} i °a` F C DEBRIS W Z m DRAINAGE. WATER SCHEMATIC DETAL ` .. \ GE TREES ^ - - ...' .y1 3TM OF PTRU,.,JRF R \ ..... .. �■ iE.4n / \ T �', .' 3. THE PLANTING OF LAR WITHIN 10 FEET OF ANY DRAINAGE PIPING IS NOT ALLOWED. ... ..... .,3.87'. .. \ 5 ° v CI I ro 4 PVC PIPE DRAIN LAID AT GRADE THROUGH I NOT TO SCALE ;. "'" ' f ' / \ \ \ ✓f \ 0) CONCRETE ISLAND (2 EACH). I ! `- ---- .. - /' SEWER EASEMENT \ �\ \ :Q " PROJECT CONTACT LIST: Q ' \ \ -\ g CEME` T CONCRETE GUTTER 0 0.5% (MIN.) \ / OWNER. p o BOX 86 F 12 Y- -_ I r _ \\ \ \`\ .. PRESTON, WA 09050 0 Lo FINISH SURFACE OF CONCRETE TO BE a , C O41" -- \ .. L� I -: TROWELLED SMOOTH. I - . E.!.; E: \y° �'. :'. . ------------------ - . .'..'.. KEI 425-222-3600 LI 222 36 0 Q ` a ( t -�: ... �.� _ -- t: .. ... CML ENGINEER: UCHFIELD ENGINEERING EERN. ® CONNECT ROOF DOWNSPOUT TO i ' 8 / X472_ _ 1 SSCS- -- - F w,� 63' �PJE \..' ..'.'.f '.'.'.'.'. Lo ,,�(E= 406.26 `_- u'm PVr '� \ 12840 81ST-AVENUE N.E. I�-I aNO C.B. #12 W/ 4 :0FNC 0 1.07. MIN. _ - N 01'14'50' E yy /9 4p88p 6 E_' r d (S)mPV PH: 425- 821 -50.:9 � v �P :.. KIRKLAND, WA 98033 Esy ROOF AND FOOTING DRAINS SHALL - �_ -_._ _ -y- - _ _ - BIN E=405_39 - 1 'N D11450".E'.... ".'.'..':.'. SURVEYOR MEAD GILLMAN AND ASSOCIATES - BYPASS WATER QUALITY VAULT. <`. - L / ' o o r - - -- -- - - - - - r m i .v, .. .....Y ...... PO BOX 386 F- u .... DUVALL WA N _ ,., : SS TOP EL= 407.03 3 o I 4 ...: ' :. :....... ... � .....' PH: 206 -486 - 1252 '1 Q WATER QUALITY WE VAULT (PER DETAILS SHT 4) r 5 2 } I SSCO 4 3 f g .. SD INV. EL= 407.53 e \ �. . 18.5'(L) x 5'(W) x 7:5'(D) _ - _ °.' T 9 i ■ IE- 405.58 ( \ °r :.': ': %:'...'." z ROOF DSO 41n 4 N (INSIDE DIMENSIONS): a \6� =a, ,. � ; - • � /4\(5 .CORNERS TYP 2 ' ( ... .., -r ,,.. _,. ¢lp L . _ 6 �'°�., 7 I.. 4 ... .. *BIM's= 408.80 ±' MATCH FINISH PAVEMENT; r:sl ' s' Op - •- . - 0 LE =405.12 (IN /OUT) \ � - - - - - - _ . . .. .... .... ( / h t' >`. 8T - -, :x -: . 45 /q' l 20' PRIVATE,:INGRESS/EGRESS.. -� ..... .. ..... ....... -- -' -- Toe ::+ r° , AND UTILITY EASEMENT * 1.305901 NOTE ADJUST RIMs INDEPENDENTLY AS , , f 4O9 15 IE- 405:12 TO , ....,x r'<•• ;? •,'.: :,. - --- -- --`_" .��... \ q .......- :.:..'.' ::..�........ ......"..'.'.'.. SC''R'Y+17 NECESSARY ,0 MATCH ADJACENT PAVEMENT �i. 4 - '<_ t `\,.. . .,� �: j �' I , \ GRADE. 3 }- { t: 0 10 - > 4 1 1/2. WATER rn Y 1. z STORM DRAINAGE t: 1 9 .. ,. .'" f 4 2.0% 1 1.50% 9 PIPE CALLOUTS I r -,� ® -� O ' : - . FOR WATER SYSTEM CONNECJ ON \ TE 40 {:99' ,; r :.': •- • ::::: i.. ::. I . 1 . .Y 1L. °. I SEE DETAIL THIS SHEET % . .dE =3991}'.'(0)12 MP\ C�l IE= 3y9:iiii` 'W 1 '0. `JN 1 44 LF. 8'0 D.I. 0 1.0% t .) ..{ . w1 - 5 3 ! W O e s `0CM ^.!. � ,.`J' + t .L 1 >, 6i O r a 1- _ __J- ` BIM: OF.'STRUC7URE lE 97\73' I-•I Al2 i�_ts5 "a.,,. - - _ 6 ,•. ®, - -- I 0 .I ❑3 43 LF. TO PVC 0 1.86% _ IE= 405:12 SDMFI ) 1 • e:: - :.. • ,',',f 'X10 CaM 2 Working Deye Before You Dig o 4 45 LF. 8 m PVC ®1.42% a - : -_ef �, F' 1E =4D4,b7' u7 ❑ 414 - -bl 1n 3 2f gt "1E-395:49''0. M� 1- 800 -424 -5555 m t ❑5 49 LF. 8'0 PVC 0 1.0% Q MP U6Atlee Underground LocetIon Cenler 3 m ® 1.00% NI <; ?" tiT i S, .3: .fl ; - hO : J a° 7 . ©23 LF. 60 PVC o co a en BTM .............. 9 95'\ NN (ID,ATT,ND,OFl WA) I I b0 I tt. -t.� :," ` -zs:Lr -". - -''`s. I I 3 ?� ' s w ^ o c°o 7 24 LF. 8's PVC 0 1.13% 416 s r_:o-n.:;x;z?..4 ! r .: -•> . 'r. r r -- 3 d';. # - EXIST:'SSMH'. ".'.'.'. Orn . ` \ 8'.. Q 8 133 LE 8°m PVC 0 2.89% 10' PRIVATE TE' 407.75'.'.'.'.' .' IIJ max_ v y -�•,, ._ •: :_!., ._ .., .,•: .� -. ^ . -. � +, .y a +. ,, �, „; .... �;. EASEMENT 97 ".'. E.W' 8 C ,T m 0 cI 9 3 LF. lim PVC 0 1.00% I '.. '= >trx•;: -e ... ,Tr' �''k Tarr :.'r �?.:, :* ��1 ' -:,`': � ti ,. o:..*, �• :. � ;� s - -- _- ¢ Q n10 40 LF. TO 004.10% nr F. - - - -- a Lh >! -•3 "1 • : fi' - \ EXIST. FIRE m N \ HYDRANT 13 O - _ _� - m p\ FH WN 01'14'50" E W_405.56 - - - -. - -- - - - -- d'..,• _ af - - _ - - - - 1 /7 a- 1040! / a ........' \FH 0- EXISGFiRE T. - - - -4,a_ r, (\ ..... n... .... .. .... . ...... ....'. .'.'. .'.'.. ... ..... .. ........ ..... n6 :: 4 cc . ....... .... .. .. ... : .:.. ..... �..,. ..: ": ' ...'.. .... ...... RECOMMENDED FOR APPROVAL .�.,... .-,.1 .........4 ....... .......... ... ..... ........ ... ........ _ :...... ... .. "t y... SD ., <_1 .. .......'.'. ..:. 3 TS. +_.. ........ ..... .... ..... ... ..... ... .. ..... .:... ........ i " .I ..... ... .. ..... ... .. . /. ... ... ...... ..... ... . 1- 10 "x8° TAPPING .... ..'.'.' .....:.:. ' .'.' .. .. .. ...... .. .... ... �(MJxFL) E. 398 23' ((W)112mm .. TEE :: :.. BY: ?L✓. DATE: .. ...... .. .. .. ........ 1 -8" TAPPING GATE VALVE (FLxMJ) TE::b /3� " "' .CONCRETE THRUST BLOCKING` �• DA (WET TAP PER DETAIL SHEET 4) : \ .:.. BY:.. U�✓ r DATE: '6\ 02 to BY � --� DATE: SHEET 7L�D -die' $ems' N N w -3e�° / �` Of CD 1 p. 3e l °/ 3'- �'os`4 ►� Sc a. 1 4 SeAPINED wwpeas 3os9 _. . ISO, {LL 17 FR ­;7