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HomeMy WebLinkAboutzS-3059Set*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 *STORM DRAINAGE S E 1 /4 S W I /A SEC 3 TWN 23 N RGE 5 E W M CONSTRUCTION NOTES SITE CONSTRUCTION NOTES F L Q9 OOF DOWNSPOUTS TO NEAREST C.B. � I SANITARY SEWER SYSTEM WiTH 40 PVC 0 1.07 MIN. W OIL /WATER SEPARATOR ?� VICINITY MAP SITE CONSTRUCTION NOTES \\ \ \ EXIST. SSI PROPOSED CONCRETE SURFACE \ n NOTE TO SCALE 10 CEMENT CONCRETE. GUTTER ®:0.55 MIN. FINISH ® CATCH BASIN TYPE 1 \ �' TE =407.75• BASIS OF BEARING: 11 SURFACE OF CONCRETE TO BE TROWELLED O ( " ' IE= 400.45 (N,E,SE,W) B"OPVC RECORD OF SURVEY, RECORDED IN VOL 77 OF SURVEYS AT PAGE 292, UNDER STUB -OUT AND S.S.C.O.1, WITH CAST IRON SMOOTH. WATER METER ® CATCH BASIN TYPE) 2 -54 "0 RECORDING NUMBER 9101109001, RECORDS OF KING COUNTY. COVER MARKED "SEWER'. SEE DETAIL ! \ I1= 405.50 11 REMOVE EXISTING DRIVEWAY CURB CUT. � WATER TEE W /CONC. BLOCKING ® CATCH BASIN r fIFE'f WJ SOLD LID O S BENCHMARKS REPLACE WITH CONCRETE CURB, GUTTER, AND ATPROXIMAi 1 ICAT IN ORIGINAL TIM Q S.S GO. #2, WITH CAST IRON COVER MARKED SIDEWALK TO GRADE E WATER CAP : �� EXISflli - q CITY OF RENTON BENCHMARK 1844. FOUND Y IRON .PIPE WITH CONCRETE. AND :I DOWN "SEWER". SEE DETAIL Q EL IN 4 09.38' T THE INTERSECTION OF 'NE SUNSET BLDV: AND DWALL AVE NE(138th AVE)' RIM 406.407 (MATCH FINISH GRADE) 1© LANDSCAPE WALL (MAX. HEIGHT 3') EL I L BM: ' �'''' I.E= 404.89 AS NECESSARY 3 ORIGINAL BM: © \ FOUND CONO.+kION N,1, CI -Y OF RENTON BENCHMARK .159. FOUND 4 X 4 CONCRETE MONUMENT WITH BRASS DISC �ICASLE:-: AND PUNCH, DOWN 0:7' IN: CASE AT THE INTERSECTION OF UNIONST. AND NE. 12th ST. S:S.M.H. #1 - C.O.R. STANDARD 540 C \' \. I EL - 415.95' SHALLOW ' "FLAT -TOP" MANHOLE. \ PROVIDE ADJUSTING RINGS AS NECESSARY '� y\ U6, 7BMC: TO ,MATCH EXISTING GRADE -' ' \' t ) NE ANCHOR BOLT OF LIGHT STANDARD LOCATED ON THE NORTH: SIDE OF :SUNSET BLVD. IN RIM= 410.Ot (MATCH FINISH GRADE) " i\ FRONT of BUILDING No. 4602: EL - 406.26 I.E= 404.21 CONTRACTOR TO UNCOVER EXISTING 8" I H )) - - - -- PIPE \ \ TOP SW CORNER, OF ECOLOGY BLOCK LOCATED AT THE APPROXIMATE MIDPOINT OF THE NORM `: - >i. PROPERTY LINE... EL 413.80' SUFFICIENTLY TO MAKE NEW CONNECTION.. 11 - " F -}�+ ' ` - NN EXISTING SIDE SEWER CONNECTION TO KING I =' , . n0a / J \ DATUM: AND BUNNIES'MAY NEED TO BE UPGRADED ,o$. - crm of RENTON (NAw ee) PENDING REVIEW OF ITS CONDITION: �} °_ CONTOUR INTERVAL =2' 4 REPLACE 45 OF EXISTING S S WHILE MAINTAINING I EXISTING SLOPE BETWEEN; I E s AT PIPE ':ENDS. I / 1 ✓ LEGAL DESCRIPTION' CONTRACTOR TO COORDINATE WORK.. WiTH C.O.R. I� - -... -.. -. / I \�P�+ "J"'Ct- T'°� .. ..... -`.:. .'...'.' ...'.. JOSEPH: P MARSHALL TRACTS MEASURED ALONG THE NORM LINE OF TRACT 11 OF + WESTERLY 110 FEET AS UTILITY DIVISION AND OTHER OUTSIDE UTILITIES AS I / ACCORDING TO THE PLAT RECORDED IN VOLUME 38, NECESSARY. REALIGNMENT OF SEWER' MAY BE �I \ $ OF PLATS AT PAGE 30, IN KING COUNTY, WASHINGTON: NECESSARY TO AVOID EXISTING UTILITY STRUCTURES. ` EXCEPT THAT PORTION CONVEYED TO STATE OF WASHINGTON FOR STATE ALL EXISTING UTILITIES TO BE LOCATED PRIOR II ; � F ROUTE 900, BY DEED RECORDED UNDER RECORDING NO. 7106070169 TO BEGINNING WORK. I i .= ;- EXIST. Sj \ ;� ' ' \;y.... MAINTENANCE RESPONSIBILITIES. OF OWNER I ------ - - - - -- I 065 STORM DRA'r'NAGE ; E 4114E fOPVr\ \ 4 OUT HFCNEC�ESTC =BASINS ANNUALLY FOR EXCESSIVE ACCUMULATION OF SEDIMENTS AND CLEAN PPE CALLOUTS I E a04.s� (; \ os \�� ` .. I o ..'.'.:.'.'.'. Q .. ......Try - PTM OF �TRU.,TI.RC �. 1\ \Gy.'...'... .. CLEAR DEBRIS. FROM.. CATCH BASINS AS NEEDED. o' 1 i= 403.87. r ❑1 31 LF. 8'e PVC ®1.615 I _ I I -. / \ \ ^ \ ` i� ' 3. THE PLAMING OF LARGE TREES WITHIN 10 FEET OF ANY DRAINAGE PIPING IS NOT ALLOWED. 1. \ -------- 3 5' SANITARY _L \ \ \/ .... \ 2 25 LF. 8"0 PVC ®3.925 I LN- PROJE ❑ ; - - .. - �+ SEWER EASEM I .'."...... i i ' \� �:::...�.... . o........�. � 14 LF. a'm PVC 0 11.11x. I ; � TACT. LIST: -_.,,. - '® OWNER: MIKE ON MIKE WATERS ❑4 80 LF. 8°0 PVC .® 0.5% I , ) ` \ �. � ..:..:.:.... '.:.:'':''' '.'... 1, 16446 S.E. JONES RD. Ty_`T ,, RENTON, WA 98058,. 0. \�...�... PH: 425 -351 -9397 4 \4 I � I Q illl _ - - 414-�1 i 0 -416- �2 rj I I I a vI 33 aW _ tort, CD 0 0 r.j mw�Olr'" I / X472_ _ _ _ u = �_s _;J \ 1."'... CML ENGINEER: KEITH- LTTCHFIELD, P.E. _ _ Ic'-= +•_��.95' 5l E ; PVC LICHFIELD. ENGINEERING - _ N D�'14�rJ� E 49.79 8�2 - 7 f IE= �;fi5.39' (S) 8! aPVC \ ..........'.'.'.'. .'.'. .. .'.'.'.'.'.. .. .. 12840 81ST AVENUE N.E. .. ..... ,.. KIRKLAND, WA 98033 - % -j -- - B -M IE= 405.39' PH: 425 -821 -5038 �� o - - - -- - - - -- 1 Nb114T5o'E ...... I - SURVEYOR: MEAD GILLMAN AND ASSOCIATES 4.... R� �- ... 44.62 :........ `.... /....... PO' BOX 386 ..�� ��} _ :. I6 5 r 3 ...'......... .. .. �....:.:.'�.'....... PH: 6W488 -1252 .............. 20' NGRESS /EGRESS ................... ......................... 2q 4 & ' . ....'...... . LY 4 . . AD \ ... 2 ..' . sb Oil N -1 �j .......... I (. UNLESS OTHERWISE *NOTED, ELEVARON's ARE FOR ° \. NOTE: U, PAVEMENT, GRADE. r JD .................. . . ".TIE 404 99 .. ... ..... . lE 1 rr I � i % w i 11 y FINISHED \ IT 3991} {E) 1'L MP1 ;£ iE 39900 W) 1 'C7iUP\ 0. ,9- 3.2�t 4 ! ,_j tt n o E.400.5.1.'.(W)'$'0CM '6 BTM- '0F.'STRUG1URE'JE' 97\73' °U. \......... M EEWf1t STUB OUT EXIST:: SA.MH'.'..'.. r - 0 11 ...'.'..... \. .. CM 2 Working Days Before You Dip 10 , -4 5. 0 t^ ..:.Tf =404 57' ..... . g 4,� =t �. , 3 \ 1E- 395:49:'. {1ya'.3B6. MP\ 1- 800 - 424 -5555 \ x FF ELEV. 407 59 , ` Q 1E= 395:3.7 ".'(NW)'.12 MP LIMIes Underground Location Center II 6 r' \ 8TM'OF'STRUGTURE 1E 9, 95' a - - - - v ;,. I 4. I e 2 \ N tTD.MT,NDpR,WA) 2 e :� .., /' ,�^,�, .� �, '.'EXIST:'SSMH...'.' .:1UDWT1'� J1 4 N 01'14'50" _ - - ; w E w 405 6 - - - .'. \;}.: \ -. - - -- 416-'- a 8YISI I n P (,n.1040 - w . ... .... .. .......... .. ... . . .......... ... i.'.. .. ... ........ O ad 77. ... :. -. Y.a.: ....,... 40 FH ... .. ... ... ^'. . :1'. 9. p6 ............ ... . ...... ..�5 .- .'.' ................. ..... ... ..... .......... ... .. .. ...: ......... .::.... ... L. YUJ4. 1 ... ..... � RECOMMENDED FOR APPROVAL .... r, .... . �'..... .. 98 I ... .. .... ... ... . E 0 4H. (E) 12 d::.'. BY: 2✓ DATE: O L9 .. ....... .... ... ...... IE,398.23' (W) 12'0:.'.' \. BY DATE T .... .... oWt� G gar! ixletle►, DATE: 10 d? BY E/ dn04il DATE: 60 SCANNED MAR 282003 v BOLL 1700 FIR NO 0 n Q h F Ll 6 U 0 N � o v � C. U w ro m s N N O 1 °.I o ° 0 m 1n W � N W zM00 Z wco 93 zm' Z >Q�tl W 4�� CQ q fro° wCj rrW O N F 1 w N J x � o E- F o a P ... LL ZQ <0 ZLI w 0) o UJI aW q: �^ IL IJ CO aW 3 3� W M 0 U YNz <Zµ �w 0 w Q CO SHEET 1 of 3 OVER O RIM = 4016.7± (MATCH EXIST GRADE) 12 SD) Qi 5' WIDE CONCRETE SIDEWALK TO REMAIN. SANITARY SEWER CITY OF RENTON, WASHINGTON I.E =401.00 (8" NEW NORTH) 02 C.B. 12, TYPE 1 20 EXTRUDED CONCRETE CURB PER DETAIL SHEET 3. 30 LANDSCAPE AREA PER LANDSCAPE PLAN. SYSTEM PPE CAI- I-OUTS 0 136 LF. 8"e D.I. S.S. 0 0.55 RIM =405.0 I.E= 402.96 ® ASPHALT CONCRETF_ PAVEMENT PER SECTION 10 LF. 8"8 D.I. S.S. ®0.6976 20' - 0 20' DETAIL. 'T CAP END FOR FUTURE EXTENSION FOUND T IRON PIPE WITH CONCRETE AND NAIL SCALE. . 1" - 20' Q3 C.B. 13, TYPE 1 PROVIDE A SMOOTH TRANSMON BETWEEN THE TO NORTH PROPERTY, DOWN 0.4' IN CASE AT THE INERl OF \ \ NE SUNSET BLVD. AND DWALL AVE NE. CiTY OF RIM = 406.71 I.E- 404.04 1 5 TWO PROPERTIES. WATER SERVICE METER WITH VAULT TO �59t LF. B"® D.I. S.S. A 1.035 PIPE CROSSING \\ P RENTON CONTROL POINT #1844. / S vj 04 C.B. #4, TYPE 1 ©IXISTING S.S. I.E=405.15f RIM = 406.40 I.E= 403.54 REMAIN. CONTRACTOR TO PROVIDE NEW SERVICE LINE TO BUILDING. STORM TOP = 403.95± \ \ SQ C.B. 15, TYPE 1 W/ SOLID LID SPILL CONTROL SEPARATOR SEE DETAIL SHEET 3 Q7 MATCH ADJACENT GRADE WHEN POSSIBLE. TEMPORARY CONSTRUCTION /SLOPE EASEMENTS REQUIRED ON ANY WORK PERFORMED ON �1 \\ RIM-406.52 (MATCH FlNISH) I.E.= 402.56 *NOTE: PRIVATE PROPERTY. O8 DAMAGE OR DISTURBANCE TO ADJACENT PROPERTY TO BE RESTORED TO PRE-EXISTING ss ALL CATCH BASIN's ARE FIiTEO WITH CRANED GRATES UNLESS OTHERWISE NOTED. CONDITION. CONCRETE R PROPOSED STRUCTURES El PROPOSED PAVEMENT SURFACE 04 GATE VALVE O SANITARY SEWER CLEANOUT S:.VH �\ \ 4TION API F L Q9 OOF DOWNSPOUTS TO NEAREST C.B. � I SANITARY SEWER SYSTEM WiTH 40 PVC 0 1.07 MIN. W OIL /WATER SEPARATOR ?� VICINITY MAP SITE CONSTRUCTION NOTES \\ \ \ EXIST. SSI PROPOSED CONCRETE SURFACE \ n NOTE TO SCALE 10 CEMENT CONCRETE. GUTTER ®:0.55 MIN. FINISH ® CATCH BASIN TYPE 1 \ �' TE =407.75• BASIS OF BEARING: 11 SURFACE OF CONCRETE TO BE TROWELLED O ( " ' IE= 400.45 (N,E,SE,W) B"OPVC RECORD OF SURVEY, RECORDED IN VOL 77 OF SURVEYS AT PAGE 292, UNDER STUB -OUT AND S.S.C.O.1, WITH CAST IRON SMOOTH. WATER METER ® CATCH BASIN TYPE) 2 -54 "0 RECORDING NUMBER 9101109001, RECORDS OF KING COUNTY. COVER MARKED "SEWER'. SEE DETAIL ! \ I1= 405.50 11 REMOVE EXISTING DRIVEWAY CURB CUT. � WATER TEE W /CONC. BLOCKING ® CATCH BASIN r fIFE'f WJ SOLD LID O S BENCHMARKS REPLACE WITH CONCRETE CURB, GUTTER, AND ATPROXIMAi 1 ICAT IN ORIGINAL TIM Q S.S GO. #2, WITH CAST IRON COVER MARKED SIDEWALK TO GRADE E WATER CAP : �� EXISflli - q CITY OF RENTON BENCHMARK 1844. FOUND Y IRON .PIPE WITH CONCRETE. AND :I DOWN "SEWER". SEE DETAIL Q EL IN 4 09.38' T THE INTERSECTION OF 'NE SUNSET BLDV: AND DWALL AVE NE(138th AVE)' RIM 406.407 (MATCH FINISH GRADE) 1© LANDSCAPE WALL (MAX. HEIGHT 3') EL I L BM: ' �'''' I.E= 404.89 AS NECESSARY 3 ORIGINAL BM: © \ FOUND CONO.+kION N,1, CI -Y OF RENTON BENCHMARK .159. FOUND 4 X 4 CONCRETE MONUMENT WITH BRASS DISC �ICASLE:-: AND PUNCH, DOWN 0:7' IN: CASE AT THE INTERSECTION OF UNIONST. AND NE. 12th ST. S:S.M.H. #1 - C.O.R. STANDARD 540 C \' \. I EL - 415.95' SHALLOW ' "FLAT -TOP" MANHOLE. \ PROVIDE ADJUSTING RINGS AS NECESSARY '� y\ U6, 7BMC: TO ,MATCH EXISTING GRADE -' ' \' t ) NE ANCHOR BOLT OF LIGHT STANDARD LOCATED ON THE NORTH: SIDE OF :SUNSET BLVD. IN RIM= 410.Ot (MATCH FINISH GRADE) " i\ FRONT of BUILDING No. 4602: EL - 406.26 I.E= 404.21 CONTRACTOR TO UNCOVER EXISTING 8" I H )) - - - -- PIPE \ \ TOP SW CORNER, OF ECOLOGY BLOCK LOCATED AT THE APPROXIMATE MIDPOINT OF THE NORM `: - >i. PROPERTY LINE... EL 413.80' SUFFICIENTLY TO MAKE NEW CONNECTION.. 11 - " F -}�+ ' ` - NN EXISTING SIDE SEWER CONNECTION TO KING I =' , . n0a / J \ DATUM: AND BUNNIES'MAY NEED TO BE UPGRADED ,o$. - crm of RENTON (NAw ee) PENDING REVIEW OF ITS CONDITION: �} °_ CONTOUR INTERVAL =2' 4 REPLACE 45 OF EXISTING S S WHILE MAINTAINING I EXISTING SLOPE BETWEEN; I E s AT PIPE ':ENDS. I / 1 ✓ LEGAL DESCRIPTION' CONTRACTOR TO COORDINATE WORK.. WiTH C.O.R. I� - -... -.. -. / I \�P�+ "J"'Ct- T'°� .. ..... -`.:. .'...'.' ...'.. JOSEPH: P MARSHALL TRACTS MEASURED ALONG THE NORM LINE OF TRACT 11 OF + WESTERLY 110 FEET AS UTILITY DIVISION AND OTHER OUTSIDE UTILITIES AS I / ACCORDING TO THE PLAT RECORDED IN VOLUME 38, NECESSARY. REALIGNMENT OF SEWER' MAY BE �I \ $ OF PLATS AT PAGE 30, IN KING COUNTY, WASHINGTON: NECESSARY TO AVOID EXISTING UTILITY STRUCTURES. ` EXCEPT THAT PORTION CONVEYED TO STATE OF WASHINGTON FOR STATE ALL EXISTING UTILITIES TO BE LOCATED PRIOR II ; � F ROUTE 900, BY DEED RECORDED UNDER RECORDING NO. 7106070169 TO BEGINNING WORK. I i .= ;- EXIST. Sj \ ;� ' ' \;y.... MAINTENANCE RESPONSIBILITIES. OF OWNER I ------ - - - - -- I 065 STORM DRA'r'NAGE ; E 4114E fOPVr\ \ 4 OUT HFCNEC�ESTC =BASINS ANNUALLY FOR EXCESSIVE ACCUMULATION OF SEDIMENTS AND CLEAN PPE CALLOUTS I E a04.s� (; \ os \�� ` .. I o ..'.'.:.'.'.'. Q .. ......Try - PTM OF �TRU.,TI.RC �. 1\ \Gy.'...'... .. CLEAR DEBRIS. FROM.. CATCH BASINS AS NEEDED. o' 1 i= 403.87. r ❑1 31 LF. 8'e PVC ®1.615 I _ I I -. / \ \ ^ \ ` i� ' 3. THE PLAMING OF LARGE TREES WITHIN 10 FEET OF ANY DRAINAGE PIPING IS NOT ALLOWED. 1. \ -------- 3 5' SANITARY _L \ \ \/ .... \ 2 25 LF. 8"0 PVC ®3.925 I LN- PROJE ❑ ; - - .. - �+ SEWER EASEM I .'."...... i i ' \� �:::...�.... . o........�. � 14 LF. a'm PVC 0 11.11x. I ; � TACT. LIST: -_.,,. - '® OWNER: MIKE ON MIKE WATERS ❑4 80 LF. 8°0 PVC .® 0.5% I , ) ` \ �. � ..:..:.:.... '.:.:'':''' '.'... 1, 16446 S.E. JONES RD. Ty_`T ,, RENTON, WA 98058,. 0. \�...�... PH: 425 -351 -9397 4 \4 I � I Q illl _ - - 414-�1 i 0 -416- �2 rj I I I a vI 33 aW _ tort, CD 0 0 r.j mw�Olr'" I / X472_ _ _ _ u = �_s _;J \ 1."'... CML ENGINEER: KEITH- LTTCHFIELD, P.E. _ _ Ic'-= +•_��.95' 5l E ; PVC LICHFIELD. ENGINEERING - _ N D�'14�rJ� E 49.79 8�2 - 7 f IE= �;fi5.39' (S) 8! aPVC \ ..........'.'.'.'. .'.'. .. .'.'.'.'.'.. .. .. 12840 81ST AVENUE N.E. .. ..... ,.. KIRKLAND, WA 98033 - % -j -- - B -M IE= 405.39' PH: 425 -821 -5038 �� o - - - -- - - - -- 1 Nb114T5o'E ...... I - SURVEYOR: MEAD GILLMAN AND ASSOCIATES 4.... R� �- ... 44.62 :........ `.... /....... PO' BOX 386 ..�� ��} _ :. I6 5 r 3 ...'......... .. .. �....:.:.'�.'....... PH: 6W488 -1252 .............. 20' NGRESS /EGRESS ................... ......................... 2q 4 & ' . ....'...... . LY 4 . . AD \ ... 2 ..' . sb Oil N -1 �j .......... I (. UNLESS OTHERWISE *NOTED, ELEVARON's ARE FOR ° \. NOTE: U, PAVEMENT, GRADE. r JD .................. . . ".TIE 404 99 .. ... ..... . lE 1 rr I � i % w i 11 y FINISHED \ IT 3991} {E) 1'L MP1 ;£ iE 39900 W) 1 'C7iUP\ 0. ,9- 3.2�t 4 ! ,_j tt n o E.400.5.1.'.(W)'$'0CM '6 BTM- '0F.'STRUG1URE'JE' 97\73' °U. \......... M EEWf1t STUB OUT EXIST:: SA.MH'.'..'.. r - 0 11 ...'.'..... \. .. CM 2 Working Days Before You Dip 10 , -4 5. 0 t^ ..:.Tf =404 57' ..... . g 4,� =t �. , 3 \ 1E- 395:49:'. {1ya'.3B6. MP\ 1- 800 - 424 -5555 \ x FF ELEV. 407 59 , ` Q 1E= 395:3.7 ".'(NW)'.12 MP LIMIes Underground Location Center II 6 r' \ 8TM'OF'STRUGTURE 1E 9, 95' a - - - - v ;,. I 4. I e 2 \ N tTD.MT,NDpR,WA) 2 e :� .., /' ,�^,�, .� �, '.'EXIST:'SSMH...'.' .:1UDWT1'� J1 4 N 01'14'50" _ - - ; w E w 405 6 - - - .'. \;}.: \ -. - - -- 416-'- a 8YISI I n P (,n.1040 - w . ... .... .. .......... .. ... . . .......... ... i.'.. .. ... ........ O ad 77. ... :. -. Y.a.: ....,... 40 FH ... .. ... ... ^'. . :1'. 9. p6 ............ ... . ...... ..�5 .- .'.' ................. ..... ... ..... .......... ... .. .. ...: ......... .::.... ... L. YUJ4. 1 ... ..... � RECOMMENDED FOR APPROVAL .... r, .... . �'..... .. 98 I ... .. .... ... ... . E 0 4H. (E) 12 d::.'. BY: 2✓ DATE: O L9 .. ....... .... ... ...... IE,398.23' (W) 12'0:.'.' \. BY DATE T .... .... oWt� G gar! ixletle►, DATE: 10 d? BY E/ dn04il DATE: 60 SCANNED MAR 282003 v BOLL 1700 FIR NO 0 n Q h F Ll 6 U 0 N � o v � C. U w ro m s N N O 1 °.I o ° 0 m 1n W � N W zM00 Z wco 93 zm' Z >Q�tl W 4�� CQ q fro° wCj rrW O N F 1 w N J x � o E- F o a P ... LL ZQ <0 ZLI w 0) o UJI aW q: �^ IL IJ CO aW 3 3� W M 0 U YNz <Zµ �w 0 w Q CO SHEET 1 of 3