The URL can be used to link to this page

Home My WebLink AboutLUA00-144 - Large FormatRECORDING NO. VOL. /PAGE CITY OF RENTON, WASHINGTON APPROVALS LOT LINE CITY OF RENTON PoY.Y-¥-W OOM? 4-72 Lek LFF NO. LUA—00-144—LLA Nel wWhtl cy sea binnenan a ADMINISTRATOR, PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT LAND RECORD NUMBER LND-30-0217 PORTION OF DECLARATION KING COUNTY DEPARTMENT OF ASSESSMENTS NW 1/4 of SE 1/4, .32, 7.24 N., RS EWM. TH OMEMBER KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER— EXAMINED AND APPROVED mus LTH pay oF Ek, 2000. SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY can MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PUR ~ V\y RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE SCOTT N0ObLE startin 2 ALA __ a, J Se 4 ui I GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID KING COUNTY ASSESSOR DEPUTY KING COUNTY AJSESSOR a aay = ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC— 195431 - 0120/01 30/otyo | iti CORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS S | ELu i | WHEREOF WE HAVE SET OUR HANDS AND SEALS. R STAFFORD CREST DIV. 2 = { ‘ ‘pr us ay, Fises LEGAL DESCRIPTIONS S| Me 1H ES. re Ble lick : Hy! Din sae j HARE . R | rial ' A NE 10’ PRIVATE DRANANG a PARCEL | (EX i sTING) S pig + |) ro 8 r PER PLAT. . ey / ay Zz BEARING ORIG. NAME MAME ; LOT 12, STAFFORD CREST DIV. 2, ACCORDING TO THE PLAT xX | 1A | a G3 Nots5'47"w 9.00" mAtEy THEREOF, RECORDED IN VOLUME 194 OF PLATS, PAGES | THROUGH 5, > | 4 { (4) NO3‘'24'13"W 50.01" ZT ERTRIC RY, INCLUSIVE; RECORDS OF KING COUNTY, WASHINGTON. Ry mM | | oe (i9! 11 22 | 29 | @® Nos2413"W 5,00" PF Missy: as © F ry T + G2 N2iN6'4e"Ww 47.95" Z Ong, PARCEL | [ADJUSTED] ha cs g| | BUFFER | , Anan GQ) N2tn6'46"w 19.66" J i ys ey) w * ij} teow, = g "51°45" 31.84 ‘Zi. Qed LOT 12, STAFFORD CREST DIV. 2, ACCORDING TO THE PLAT Sf QJ! 59.18 i N87°S3'S8"E . nee s'S ae oi} THEREOF, RECORDED IN VOLUME 194 OF PLATS, PAGES | THROUGH 5, >woH a 118.00, b WAys2-02 wf INCLUSIVE; RECORDS OF KING COUNTY, WASHINGTON. gx b YY | 149.74 Rae |S : ‘ SHNGTON EXCEPT THE SOUTH 0.25 FEET THEREOF. Q FS @ 12 ee o lpabngfa Sassy a 2 3333 geal % er ss PARCEL 2 (EXISTING) 3 SF oieiier || paRcEL1 S85 COUNTY OF Ting, : \ 4 | TIFY THAT | OR aie SATISFACTORY EMDENCE THAT LOT 13, STAFFORD CREST DIV. 2, ACCORDING TO THE PLAT =f ra =8! \ BaF en THEREOF, RECORDED IN VOLUME 194 OF PLATS, PAGES | THROUGH 5, S 6 iL | i _nevsa'sere % Si THIS DECLARATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE INCLUSIVE; RECORDS OF KING COUNTY, WASHINGTON. ; O S . “ aa 00 \Se VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE > \ \leo.s2! ORIG. 160.45 ADL. WG % <\ B INSTRUMENT. PARCEL 2 (ADJUSTED) ' Sy VM 13 eet iN \ 2ers: _la/4loo LOT 13, STAFFORD CREST DIV. 2, ACCORDING TO THE PLAT ze BY Vy? 3327 aeEr SONATURE OF «fl 1%; THEREOF, RECORDED IN VOLUME 194 OF PLATS, PAGES | THROUGH 5, S_¢ aN PARCEL 2 me 1D NOTARY PUBLIC Te INCLUSIVE; RECORDS OF KING. COUNTY, WASHINGTON. ~~ = ; uy tw a aut us7ss'se"e ia Re PRINTED NAME Sere ve PALMER EXCEPT THE SOUTH 0.54 FEET THEREOF; _ NOTARY PUBLIC é TOGETHER WITH THE SOUTH 0.25 FEET OF LOT 12, OF SAID PLAT. x Sh, 118.00 esa ong TIME —M 7/44 | Meee apg, 2005254” AD MY APPOINTMENT EXPIRES b)- 23-02 PARCEL 3 (EXISTING) H 9 } hee ADJ. L=4.00 ae ve > F i =5553 : . LOT 14, STAFFORD CREST DIV. 2, ACCORDING TO THE PLAT = 4 iti PARCEL Pints STATE OF ) THEREOF, RECORDED IN VOLUME 194 OF PLATS, PAGES | THROUGH 5, S tf | sa L=24,30-“Pob COUNTY OF }s INCLUSIVE; RECORDS OF KING COUNTY, WASHINGTON. = OVA if Nev4z43"E A =255g03" at er Se i Re) : iv "42°10" W(R) | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVDENCE THAT PARCEL 3 (AD JUSTED) = i i oo 85 (R) SIGNED THIS DECLARATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE LOT 14, STAFFORD CREST DIV. 2, ACCORDING TO THE PLAT ra ee ee toh i 18 3 Ly - £ ‘ wo era Oo AGE FOR THE ESkS AD FUREOSES) MENUCHED IN; THE THEREOF, RECORDED IN VOLUME 194 OF PLATS, PAGES | THROUGH 5, GS | BUFFER . INCLUSIVE; RECORDS OF KING COUNTY, WASHINGTON. | Th Lr TOGETHER WITH THE SOUTH 0.54 FEET OF LOT 13, OF SAID PLAT. i i pean DATED s 1 ! sta Bc pean nna ant ae a re _ PRINTED NAME OF AREAS ““*s 7 . NOTARY PUBLIC LOT NO. ORIGINAL ADJUSTED Te PARCEL | 9065 $.F. 9046 S.F. MY APPOINTMENT EXPIRES PARCEL 2 8543 S.F. 8487 S.F. PARCEL 3 9064 S.F. 91/61 S.F. Y NATIVE GROWTH PROTECTION EASEMENT. LL NOTE: TIES TO THE CITY OF RENTON SURVEY CONTROL NETWORK PER THE PLAT OF STAFFORD CREST DIV. 2, INSTRUMENT DATA: LIETZ 48 (5” DIRECT READING RECORDED IN VOLUME 194 OF PLATS, PAGES | THROUGH THEODOLITE WITH E.D.M) 5, INCLUSIVE, RECORDS OF KING COUNTY, WASHINGTON. SCALE: a =40’ PRECISION ‘oF’ CONTIROL. Tenure 16° aq HieHER BASIS OF BEARINGS: STAFFORD CREST LEVEL THAN MINIMUM STANDARDS REQUIRED DIV. 2, VOL. 194, PGS. 1-5 BY WAC, 332-130-090. REC. NO. 20000331000047. LAA- OOTLL , RECORDER’S CERTIFICATE veces LAND SURVEYOR'S CERTIFICATE CROUP FOUR STAFFORD CREST DIV. 2 en ADJUSTMENT CORRECTLY REPRE- ANC. LOTS 12, 13 & 14 FILED FOR RECORD THIS ¢é...... DAY OF .4e..,20¢~.. ATQ.M | THIS BOUNDARY LINE LOT LINE ADJUSTMENT SENTS A SUitVEY MADE BY ME OR UNDER MY DIRECTION IN 16030 JUANITA-WOODINVILLE WAY NE IN BOOK Z¥2..0F Ae. AT PAGE..R®IAT THE REQUEST OF | ConroRMANCE WITH STATE AND COUNTY STATUTES. JOHN C. KNAPP , P.L.S. IN RRC....1 2028.. BOTHELL, WASHINGTON 96011 DWN. BY DATE JOB NO. =e SURVEYORS “NAME” a S (206)775-4581 * (206)362-4244 * FAX(206)962-3819 JCK 10/15/2000 00-4039 @! oY (xs Laareesess SURVEYING ENGINEERING PLANNING MANAGEMENT CHKD. BY Seale Seer (Ser UPT. OF RECORDS” CERTIFICATE NO. ..4.2 Nees IcK 1"=40" 1 OF 1 Rs RSE EK STII OS PS camel Se ACIS MPSS SO = rete - eurto peerage a = oe anette AS lela AIO i LA OUI IE STEMS SOT TIES PERLE TE RECORDING NO. VOL. /PAGE CITY OF RENTON, WASHINGTON| APPROVALS LOT LINE CITY OF RENTON vA) ADJUSTMENT APPROVED THIS___2_ DAY OF Decem bev , 2aee.. Soule —_ —_ —_ . j > 1INCH = 40FT. (MEE I I I | ee NO. LUA 00 144 LLA Nel u/att fn Cveqe Limmeyvman 0 40 80 LAND RECORD NUMBER LND-30-0217 ADMINISTRATOR, PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT PORTION OF DECLARATION KING COUNTY DEPARTMENT OF ASSESSMENTS NW 1/4 of SE 1/4, S.32, T.24.N, RS EWM. KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER— EXAMINED AND APPROVED THIS _____— DAY OF » 20, SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY en MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO \\ i RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE en en a) epee cpr = ui L GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR e- VAI z ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC- | iti CORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS S | ify i | WHEREOF WE HAVE SET OUR HANDS AND SEALS. ’ R , STAFFORD CREST DIV. 2 > | VOL. 194, PGS. 1-5 “gl foro LEGAL DESCRIPTIONS: S | nit 10 Pie NAME NAME S | an aS 10' PRIVATE DRANANG PARCEL | (EXISTING] S 4{y ---------- 4838 PER PLAT : S a ae ay) l z, BEARING ORIG. NAME NAME LOT 12, STAFFORD CREST DIV. 2, ACCORDING TO THE PLAT xX | 1A | 3 NO1S5'47"W 9.00" — THEREOF, RECORDED IN VOLUME 194 OF PLATS, PAGES | THROUGH 5, Ss | A\ 3 NO3'2413"W 50.01 AERTRICR, INCLUSIVE; RECORDS OF KING COUNTY, WASHINGTON. Ry " | os (ii 11 | 2 {22 NO3'2413"W 5.00" Stet. ~ Ol o thy r Tr N2116'46°W = 47.95" Z ON EE, PARCEL | (ADJUSTED) Ry ” gi reUFFER [| | abe2343 N2116'48°W 19.66" gai My Yr Ei re * 1] 4 — NO9'5I'45"E 31.84" iis Ng my LOT 12, STAFFORD CREST DIV. 2, ACCORDING TO THE PLAT ome o! 59.18 NJ | _ne7'53's8"€ " Laie G7 THEREOF, RECORDED IN VOLUME 194 OF PLATS, PAGES | THROUGH 5, > oH A or h 118.00, 4 | WWS8.02 we F INCLUSIVE; RECORDS OF KING COUNTY, WASHINGTON. Gx ek Yy 1) 149.74 PIR | S : \AStaneare = EXCEPT THE SOUTH 0.25 FEET THEREOF. Q Ope thi 12 Losi & state oF (eYpabregfat. ST ca § LHr® 3333 gees % & ‘ Ros conte ) ss PARCEL 2 (EXISTING) 3S SF ee | PARCEL 1 ape 5 Thang _ = ¢ ! TIFY THAT | KNQW OR HAVE SATISFACTORY EVIDENCE THAT LOT 13, STAFFORD CREST DIV. 2, ACCORDING TO THE PLAT > ~ =B! i 5 93 a THEREOF, RECORDED IN VOLUME 194 OF PLATS, PAGES | THROUGH 5, S 8 H | i _nezss'sete ° u SI@YED THIS DECLARATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE INCLUSIVE; RECORDS OF KING COUNTY, WASHINGTON. a S bs at on \Se VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE > \ \ \Yoo.s2’ ORIG. 160.45" ADL. DGG c\ Bs INSTRUMENT. PARCEL 2 (ADJUSTED) Sy \4 3 Teen WW ( 16) Qeks pateo /a/4/00 . LOT 13, STAFFORD CREST DIV. 2, ACCORDING TO THE PLAT 2 i 6° 3327 aze™ c SIGNATURE OF Jt v) THEREOF, RECORDED IN VOLUME 194 OF PLATS, PAGES |! THROUGH 5, =x im =e\ \ PARCEL 2 Be TONS NOTARY PuBLicT@pileg lorie INCLUSIVE; RECORDS OF KING COUNTY, WASHINGTON. bj GEA cayiere & Be PRINTED NAME Of acmeg EXCEPT THE SOUTH 0.54 FEET THEREOF; wo Z be =a NOTARY PUBLIC TOGETHER WITH THE SOUTH 0.25 FEET OF LOT 12, OF SAID PLAT. x mahy ire yi one. TITLE SI 744 Z Iy-T\ M4 89° ADJ, 400°52'54" AD MY APPOINTMENT EXPIRES B)-8302 PARCEL 3 (EXISTING) wy 2 ) ye L=4.00 10. + k ! =55'53. Ms LOT 14, STAFFORD CREST DIV. 2, ACCORDING TO THE PLAT =< 4 of i P ARCEL Pinrtse STATE OF —__________..) THEREOF, RECORDED IN VOLUME 194 OF PLATS, PAGES | THROUGH 5, S 4 ! we L=24.30-“T aout ee } ss INCLUSIVE; RECORDS OF KING COUNTY, WASHINGTON. = MEL: i] NA742'43°E A =259'03" eer as ‘ | v4 864210" W(R) | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT PARCEL 3 (ADJUSTED) = | i i) re 8%, fi . a tof tay Se SIGNED THIS DECLARATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE LOT 14, STAFFORD CREST DIV. 2, ACCORDING TO THE PLAT S | oer 2 oon Wen ony y= 15 2% POUR el FIRS TRE USES AND, FURPCSES MENTIONED UN THe THEREOF, RECORDED IN VOLUME 194 OF PLATS, PAGES | THROUGH 5, GS | f , BUFFET ! “ INCLUSIVE; RECORDS OF KING COUNTY, WASHINGTON. | ith vt TOGETHER WITH THE SOUTH 0.54 FEET OF LOT 13, OF SAID PLAT. ift pean DATED / f 1 -~o” 1 S, SIGNATURE OF fo —H f— ! a \ NOTARY PUBLIC fo TA \ \ PRINTED NAME OF AREAS - ‘ . 1 i o~ / NOTARY PUBLIC LOT NO. ORIGINAL ADJUSTED TITLE PARCEL | 9085 S.F. 9046 S.F. MY APPOINTMENT EXPIRES PARCEL 2 8543 S.F. 8487 S.F. PARCEL 3 9064 S.F. 9161 S.F. Yy NATIVE GROWTH PROTECTION Yj, EASEMENT. Za) NOTE: TIES TO THE CITY OF RENTON SURVEY CONTROL NETWORK PER’ THE PLAT OF STAFFORD CREST CIV. 2, . INSTRUMENT DATA: LIETZ 48 (5” DIRECT READING RECORDED IN VOLUME 194 OF PLATS, PAGES | THROUGH THEODOLITE WITH E.D.M) 5, INCLUSIVE, RECORDS OF KING COUNTY, WASHINGTON. SCALE: 1” =40’ uss Ge GEAANES, Giareoed EST PRECISION OF CONTROL TRAVERSE IS AT HIGHER 5 LEVEL THAN MINIMUM STANDARDS REQUIRED DIV. 2, VOL. 194, PGS. 1-5 BY WAC, 332-130-090. 8 REC. NO. 20000331000047. “ JLA-00-14Y meee 7 RECORDER’S CERTIFICATE ...cscccsseccsseeoes LAND SURVEYOR'S CERTIFICATE CROUP FOUR Inc STAFFORD CREST DIV. 2 —_ 5 ] e FILED FOR RECORD THIS ......... DAY OF 00.0... 120 ..... AT ...M | THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE LOT LINE ADJUSTMENT SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN 16030 JUANITA-WOODINVILLE WAY NE IN BOOK AT PAGE........- AT THE REQUEST OF SOHN C i CONFORMANCE WITH STATE AND COUNTY STATUTES. BOTHELL WASHINGTON 98011 a — Sno : ae IN RRG....1...., 20RR.. : : seseees SURVEVOR'S NAME” (206)775-4581 * (206)362-4244 * FAX(206)362-3819 JCK 10/15/2000 00-4039 smemmepfoncsecegaeesiyers - " _ vanguraypecasspeccacrsrg tremapaneen : a ‘ —— OE NER CHKD. BY | SCALE SHEET eo MANAGER “SUPT. OF RECORDS CERTIFICATE NO. JCK 1"=40' - 1 OF 1 CO ies seed eee ete de Ve oh On eee i Oe re earn rere bere Cee Mears Ow UE AE eT rd wn i 2 5 . } . E Be Ef i : ii _ | | | Ty | , ben = | ee , ae z = ~ 2S ! b-oS : | 5 ES SE1/4, SEC. 32, TWP. 24 N., RGE. 5 E., W.M. o =< w” CITY OF RENTON, WASHINGTON DRAWING INDEX LEGAL DESCRIPTION 4. COVER SHEET “4 5 PARCEL A: vs ue wanton ‘oe coon souinon 2. CLEARING, GRADING & T.ES.C. PLAN cS Fe THE EAST 200 FEET OF LOTS 73 AND 74, HALMAN'S LAKE Beare OF BRATS. PAGE 63, 3. CLEARING, GRADING & T.ES.C. PLAN = TO SEATILE NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED 4. CLEARING, GRADING & T.ES.C. NOTES & DETAILS CO $§ oARCEl & were 5. ROADWAY & DRAINAGE PLAN +s gs Rien 6. ROADWAY & DRAINAGE PLAN to 8 THE MEST 220 FEET OF LOTS (71, 72, AND 75, WLLMAN'S LAKE. WASHINGTON GARDE OF ON PLATS, 7. ROADWAY & DRAINAGE PROFILES oe ae PAGE 63, IN KING COUNTY, WASHINGTON; 8. ROADWAY & DRAINAGE PROFILES fe EXCEPT THAT PORTION THEREOF DESORIBED AS FOLLOWS: 70 NE sae pets pike a & PROFILE se 10. N.E. 36th STREET FRONTAGE IMPROVEMENT PLAN & PROFILE @ 220 FEET; i BEGNAING AT THE NORTHWEST CORNER OF SAID WEST 220 FEET: SOUM MARON OF 11. ROADWAY & DRAINAGE NOTES & EETAILS os NORTHEAST 36TH A DISTANCE OF 21.58 FEET TO A oT Ne ee CORDED UNDER 12. ROADWAY & DRAINAGE NOTES. & DETAILS to THE NORTHERLY TION OF AN. EXISTING FENCE AS SHOWN ON Em RECORDING NUMBER 9403250006; oii Sa 91.08 FEET; 13. ROADWAY & DRAINAGE NOTES & DETAILS : zs NE SOs Faroe ST AG A et ato Ne OO OTE 14. TRAFFIC CONTROL PLAN : , THENCE SOUTH 08'18'02" WEST A DISTANCE OF 94.44 FEET TO AN EXISTING PROPER 15. CHANNELIZATION & SIGNAGE PLAN SHON OAD SURVEY, ANTE VEST Le A eS sens FET TO THE PONT OF | OWN AS LOT 1, CITY OF RENTON LOT / ENE ADUSTMENT NO. LUA 96-086-iLA i AM RECORDED UNDER RECORDING NUMBER 9706109009.) P i ADDITION TO OF TRACT 70 OF HILLMANS LAKE WASHINGTON GARDEN OF EDEN __ SAT Gage MR ME, eS Ne A Hae Se EROBGT DATA . — | THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. - ‘ d Zi we re 2 rc THE ROBERT KERSTEN CO. : ala! ARCEL 0: 833 108TH. AVE N.E. |: LOT 2, CITY OF RENTON LOT UNE ADJUSTMENT No. L.U.A.-96-O68-LLA, AS RECORDED UNDER ; SUITE. 170 4 lis ES ACER: 5 BELLEVUE, WA 98004 - 4g : DATUM: CITY OF RENTON TK (425) 455-0544 Dog! Meee sGY NE GE IE en She FRANK AND VIRGINIA CHOSZEWSKI 29 .sNee4e’se"w 2613.49" 29 = 326.65" 1011 S. 10th AVE. cox ELEV.= 326, = ) 22 YAKIMA, WA. 98902 a : ee ao BASIS OF BEARING: K.C.A.S. K.K. SWANSON AND E. A. JACKSON H i i F [ iN CAS, 1909 N.E. 36TH ST. So RENTON, WA 98056 a 7 g (425) 271-8145 & 3 w z 3 . yw x APPLICAN Teexessevsasscsacssnssssncssvtinssasnshonressessgsnesnente SSHI, LLC A r-) 3 16016~-118th PLACE NE BOTHELL, WA 98011 x >. 2628.13" Nessrie'w mor 1310.22” (425) AG? EL HERD { a 220.48 32 ae ; NEESITEW S2IB5T 3: — : ” Z FO5R72" a 57009 ~~ 1627-75" as : | . ia Pi. CONC MON/ eau 4 She SURVEYOR /ENGINEER.......ccccssecesssssnsssesessesecsesseens GROUP FOUR, INC. & oy ~|2, BRASS CAP 97.1 \_x090" 16030 JUANITA WOODINVILLE WY NE %, 8 5 SIS on 1.4 NOZIOFS E—"] : & 8 BIR De nge70'$ BOTHELL, WA. 98011 a ue Bye 7 PHONE: (425) 775-4581 oOo “& S 2e _nevosiow wage 1H PROJ. MGR.: STEVE ANDERSON.< Os ° Fe) t3t866" 1316.66 [us aes’ - OO, “«. by 5 88 f mi WATER /SEWER.......seccssssessesssescscssssensscseserercaceneaes COAL CREEK UTILITY DISTRICT D> PE z y le 518 (425) 235-9200 gogmm ~ T Yt 8 8 aes 212 FEB OS: EN"< > Dad 2 = a 2 4323.10° 1323.17 3233 : OT eos ie 2646.2" 5 Il 4 - OCT 20 2g8q BOUNDARY ss i SECTION BREAKDOWN " 16030 JUANITA-WOODINVILLE' WAY NE SCALE: ass i BOTHELL, WASHINGTON: 98011 ; J (425)775-4581 * (206)362-4244 * FAX(206)3642-3819 ee 1 ENGINEBRING PLANNING. © MANAGEMENT “3 - CPOATEDS DAR fo toeD iesivraa JOB NO.:' 97-8008 val LUA-00-1Y4) JO B NO : S T A PA P E R SP A C E : PL O T DA T E : : re) SE1/4 SEC. 32 sTWP.24 N. »RGE. 5 E. sW.M. wo = ez) J \ a ~<a ab “ STA. 914+58.35 (N.E. 36th ST.) | & ‘ i dik | i ce ripe A ! | - aid C8 TPES TOP 221.10 y iS 10 TOP 27-85 £ 217,37\12" ADS Ea W “J | O COWES: UE 2&36 12" ADS NW j EX _SSMH & ; See EE 218.83 12" AOS E A CB TES 10 ie NN, GIR ma z 8 MPORARY CONS vcTO f = 2N0.82 is (¢) 4 ba meee NGT CHANNELED? * ru 7 es $ s bot. | = ; re a 4 water VY ik Ay Aer i VSTANDPIPE . i aes ii: SEAR ANGE. water ote Vir Nee no of ta nae __ WE Sth STREET (FOREST AVE) a / 1 =40 N em, SR oN YN A 7 Sees uy cas w= cj i e ye . * AGH We * _ in 4 . ad § EXIST. 7 UENCE x } ae S° CONC WALK xy ws * ny ny Oo = thon HOUSE. ils raw) I | ff = oR ar ne, eet RKC ui oO E- _ me = tp EEL LE oh : EF _ IK — kare Xe X= ys 2 oXton of EX! 87 OL f , 3 43 Za es l we es EARTHWORK QUANTITIES o & ae : SLE ES a METHOD: AVERAGE END AREA = \ af Pre PSS CUT: —- 11,030 C.Y. a 9 a 7~7X\ FILL: = -16,415 C.Y. eS | yd NG “= Tee Oe RD fo agate) |). NOTES: O fs : Me i - OE a i RYEES: a \ TEMP 15°SD- teins | \F N f_-TEMPORARY. SEDIMENT\ FOND 1. RAW VOLUMES ARE CALCULATED ACCOUNTING FOR SITE o = \ @ 3.00% rene NE 5G N. 4 if TOP POND & 418.0 |i STRIPPING. o£ le ta —_— 3 , | = ‘ 3 \ . : ae? ‘8 i HIGELWATER = 21700 sid | 2, RAW VOLUMES HAVE NOT BEEN ADJUSTED TO REFLECT = SBS _ ye 2 15. FDR s BOTTOM POND we ey SHRINK OR SWELL FOR COMPACTION & EXPANSION AND uy EW. END=19B.04 PN ek > RY . Z| Pll SY Eb N \ lob TERIOR SIDE SLOP, et ARE VOLUMETRIC AREAS ONLY. ra) oS > ‘ \ wo yy ad i ) i 3. THE ABOVE QUANTITIES ARE ESTIMATES ONLY AND ARE YRC >. 2 eh N / 290° ef LISTED SOLELY FOR PERMITTING PROCESSES. THEY ARE ee ORSAY ma | \ 7B) cutorr | | swae~ 1 Yet Ls — a A 5 ee ; NOT TO BE USED FOR BIDDING PURPOSES. BS OND = . ALE if. Ss ar aN ea SNe a a -e e IRs Sees ‘ ~, “A XA) Ss TYP.) 7 °. *s x * an Eee ae Ps = aa 30 “by ae fans ei 35 > sh S \ Na x. N & 25 65 ARK SS _ ‘\ WY Ee, KA y ~ r: aig’ MERON LOCATION | / +94-00—+-4 24 Ewa op SN VS OA ‘ J aad 4 OF yOR-EXISH:- HOUSE a Z os 6 FILTER FABRIC’ FENOR SAAS ion yd" FORE REMOVED) Ppt ft ~|- Lz gt 4 TYP ANN VAX Et ‘N Sr Ww 5 a a aw / O £6 ° SNe YONA AN SS \ TaN C | © 23 VAN 8 N \ \ \\ SoS, Ni _ 4 : — 2; ay \ BN YM % “A < AS. \ i sc ,ui \% —_— Oo. LV VAR. “CLEAR! SS ARAL A N\ ca BRIM, AN Wr %& Ow 38 3 1 ROR AAA \ sy) \\ ip | | 58 NOUR OSS N \ t fiay (110th AVE NE)= SS SS SOS ABSA Pe S pe (NESSTH ST) a NNW Need // iii } BS Se Vas ff sf / ! 7 ef ' \ \ H i ( / ffi et co xf U nil Ss Pre eet tT SONNY AGE — oe a4 rEPTARN ANAL AW ‘ PPE re Pere UV QQ eS NUS SERERCCONANOM NINE Ch Or VANARNAAS NOVA aN 4 & SAVY VAN NN \ \ ‘ SON EY KN w\\ Le OO Or Os AN ! : wVAA \ oC Oi oh OPC ). ay : V\VAR AS 0 Ok Oe OANA » & ; \ \ \ \ ; \ \ \ \ \ \ ks AN cs SQ \ mn ‘ i SN - AB NL GBB BQOIY SSNS an Be SB BB Se SW ROM RA YW hat a SS ole é i \W\y oy [eR d ai ’ ‘ \ Ni \ : ba i 28 , u EXISTING h a i Ls e | Fabs CONTOURS, f 4 tL TYP. / 1 al I S Lt S| SWAB ZLVILEe? 0-7 EAR AC NKR PSS OT oh td ee eerem™—“‘“—Fti (iC WS BCC Na ae 246 3 Sh = Zh As -~HE——_7 pis # : i i 4 i 38 / ea J & oe BL Pe, ‘ ons f / Fa a. Va 248.0 / & < , yor 248-5 ; # 7 gas ee a) ps INTERSECTION oe 7—PROPOSED : bs Es STA. 444+77.64 (110th AVE NE)= } CONTOURS? rf | STA. 10+00.00 (NE 34TH PL) TYP, 39 ab . i | con / = a | a aan MATCHLINE - SEE SHEET 3 ,, / er ad m RS az o38 a 7K SSP sor tg mie \ @ I¥ 47.040 __/ - ; rm) < (2) : Zz = [S) —_ Zz ° 9 en 03 10 5 Ww OCT 20 2000 Ja 72) s i Py) Ny SY ia | 4¥GROUP FOUR,Inc. CALL 48 HOURS 16030 JUANITA~WOODINVILLE WAY NE . BOTHELL,WASHINGTON 96011 BEFORE YOU DIG (425)775-4581 * (206)362-4244 * FAX(206)362-3819 1-800-424-5555 SURVENNG ENGINEERING PLANNING MANAGEMENT z= Pa} WPnATeD! SN ie 1959 earings REED JOB NO.: 97-8008 i LLA “00-144 SE1/4 SEC. 32 ,TWP.24 N.,RGE.5 E. ,W.M. JO B NO : PA P E R SP A C E : PL O T DA T E : @ ah B ibd ok iG 4 F-} ne . : \/ / / x v / = % } ; TOP 248.0 7 i z N\ Nese = | WES se fe = % ae ry Sf INTERSECTION WH 4x 38 ae Sea / a 4 % PROPOSED ' a STA tat 77 64 (iidth AVE NE)= |, VAY was We opt BL Cy el ah KE / % 7 CONTOURS? iH a. > \ 4 Mz cc ‘ eee, . . STA. 10+00.00 (NE 34TH PL) a cL MATEHLINE - DBE, - me 30-~.. cA Typ. 39 /{ Lh eusr oO N a if Ye ws ryt | Xe : J fe Fe es | i 4 | a = eae 4 Lie B ie er v, ceo % “yn fh : nO RS] / ‘a x 7 fi ( ( ( ~ ! T 7h: ‘ an 9 Ble / ; P i oad] I (| %d, { a Op 251.0 an re a Ver RR) eet ey if \ x. OT 247 mene 2S : j iy si ! hwo y"| (See 0 --~/ yoy }— — z © ce o_o go 0 (6 FILTER FABRIC FENCE 1s . 1°=40 eo & \4) TYP: 4O ; . CONTOUR INTERVAL = 2’ . (o) © . 5 Ramen ee 40 40 80 - ly ryt So ee a / Ze d eo” —_ : a SS ae cee STURN RENEE EE BOGEN BE cede rt oR a : rs) RUCTION (| N as as on Ro [ 56 i ° fe faae sis = tk < INTERSECTION : 4 = an: A an ——— ie STA. 47+66.50 (110th AVE NE)= ae ee FOO MH 61447 a4 ul STA. 57+67.46 (NE 33RD PL) 2e\ ae & BE 2 GE ZN ¢ 5 a Gr e g g 2 | u ade - ore I * | 4 a 1 —7/7 J / a : Bsa Lf ” / / N REINFORCED : 7 U// Yor / 8" ROCKERY a Meee fi i a ie -—— / | 46 ; 17 i i j ‘ Fi r / / { ! ' : ‘ M4 at! i f ; % | a // / « & J aS oe F; a tA A _ghas f — 4 —— « a, / wv If \ f | i é g plo 7 ? 9 % / ¢ NEGOO8 & Hy ¥ RS x i : Q ty / 4 ( ‘ Ny { SY : , m / 1 f c / fa) # yr ie \ / , oy i | 6 | / oA ( \ 1 ‘ i © Pa] a a os : J g : t i \ ~Y \ / / / = | ™ ee 4 / A / { TP pom / { / ee ne ee / / } 7 > i « [te “Ss / aa Me nag Bg S *. ~~ NL Yn bd o z < Fs} md z “ced Goa oe FEpeiO'3 Hor 2 0 2000 [et : oO : a Ss | “¥GROUP FOUR,Inc. CALL 48 HOURS 16030 JUANITA-WOODINVILLE WAY NE Rass BOTHELL,WASHINGTON 98011 BEFORE YOU DIG (425)775-4581 * (206)362-4244 * FAX(206)362-3819 1-800-424-5555 SURVEYING ENGINEERING PLANNING | MANAGEMENT . 7 CPR" syrouee sogeoceramsn-1e ‘JOB NO. 97-8008 | < _LLA-00-14¢ ww e Tr e n er r r re n e e cr e e SITE GRADING AND T.E.S.C. NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3.: ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES ~MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND - CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL " DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES ~ SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS - COMPLETED AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, * REPLACEMENT. AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24’ X 50’ X 8” OF 4—TO 6—INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. e WORK ZONE EXISTING . GRADE ° 2’ MIN DETAIL NO SCALE (1 \ TYPICAL SETBACK Y2/ : CONSTRUCTION SEQUENCE 1. 2 3. 4 5 o ATTEND PRE-CONSTRUCTION MEETING. . FLAG CLEARING LIMITS. INSTALL FILTER FENCE. . INSTALL TEMPORARY CONSTRUCTION ENTRANCE. . INSTALL SEDIMENT POND WITH APPURTENANCES & PERMANENT OFFSITE STORM SYSTEM. CLEAR AND GRUB SITE TO LIMITS OF CLEARING AS SHOWN ON PLANS. ROUGH GRADE SITE. INSTALL TEMPORARY SWALES, CUT-OFF SWALES, CHECK DAMS AND OTHER ASSOCIATED APPURTENANCES. INSTALL UTILITIES (POWER, STORM, SANITARY, ETC.) _ FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION. _ FLUSH STORM DRAINAGE SYSTEM (IE., CLEAN OUT & TEST SYSTEM). STORMWATER DETENTION VAULT SHALL BE ADEQUATELY CLEANED & ALL SEDIMENTS REMOVED PRIOR TO USE. REMOVE ALL TESCP FACILITIES ONLY WHEN ENTIRE SITE IS STABILIZED. FILL SWALE W/ 8” MINUS SPALLS CUTOFF SWALE SECTION NO SCALE (2 X27 CXS v Me as BERM AS REQD. " = 1°6” MIN. DEPTH SLOPE — 0.5% MIN. — 10.0% MAX. 3 \ TEMPORARY SWALE SECTION \2/ NO SCALE TOP OF POND 218.0 / j=) » 4 15” PERF. CMP ZS LL, [ StanopPe 3 122 45 = tu ] OF _217.0 re ° " . e e So, By e e ° rn . GX « , ° Soa BH CMP_ COUPLING in eget © 38203 W/ RUBBER GASKET " G20, * = 4%e67 BOTTOM OF Geog? see’ COS OF POND 213.54 £0838 38 — ‘ol OF INV. 213.00 | CMP ELBOW 6” MINUS QUARRY SPALLS 4\ PERFORATED STANDPIPE NO SCALE FILTER FABRIC MATERIAL 60” WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTATCH FABRIC TO WIRE. 2” BY 2” 14 GA. WIRE FABRIC OR EQUIV. "3 2’ — 0 ” 5' - 0 ” | BURY BOTTOM OF FABRIC a0 MATERIAL IN 8” BY 12” TRENCH FILTER FABRIC MATERIAL 2” BY 2” BY 14 GA. WIRE FABRIC OF EQUIV. PROVIDE 3/4” — 1.5” WASHED GRAVEL BACKFIL IN TRENCH AND ON BOTH SI OF FILTER FENCE FABRIC ON THE SURFACE. 2” BY 4” wood aA | ct eae I iH} Ae U —-}— 3” MIN. ALT: STEEL FENCE POSTS. BRUSH BARRIER NO SCALE NOTES: 1. Ae a RUNOFF OR FOLLOWING DISCHARGE FROM A SEDIMENT TRAP MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE LINE IS 1:1. oni SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE OF IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE THAT 85% OF THE SOIL CAN PASS THROUGH. THE TRENCH SHALL BE BACKFILLED WITH 3/4” MINIMUM DIAMETER WASHED GRAVEL. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE IMMEDIATELY. (5 FILTER FABRIC FENCE DETAIL zy Sd THE DISTANCE SUCH THAT POINTS A & B [| OF EQUAL ELEVATION, SPACING BETWEEN CHECK DAMS \ ( TYPICAL CHECK DAM DETAIL NO SCALE 2.5° . 10’ ‘ PRIVATE ; DRAINAGE EXISTING EASEMENT &.5. ya 10’ UNDISTURBED SLOPE BUFFER Gn - PROPOSED 7s GRADE ‘ TEMPORARY SWALE CB (TYPE 1) ee Se gee a | 3 D DETAIL a “sg a 2 igemeening: <8 asco © NO SCALE NO SCALE EXISTING GROUND EXISTING GROUND 100’ MIN. 15° MIN. RO A D W A Y PLAN NO SCALE 1. USE 4” TO 8” QUARRY SPALLS OR CRUSHED ROCK FOR SURFACING AS SHOWN. MATERIAL WITH FINES” IS NOT ACCEPTABLE. 2. THE 100’ MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSARY TO INSURE MATERIAL IS NOT TRACKED INTO THE PUBLIC RIGHT—OF—WAY. (8 TEMPORARY CONSTRUCTION ENTRANCE 1/ 9 9 » ar CL E A R I N G , GR A D I N G & T. E . S . C . NO T E S & DE T A I L S ST A F F O R D CR E S T DI V . 2 & Le OS fr = ~-—z gz Fi 3 Ox > 3 é gna = a n Gr e g g Ai n n e r m e n P. E . , Ad m i n i s t r a t o r DA T E | AP P R | Pr : B Y 2) NO SCALE SaaS 22% FEB 03 70° OCT 2 0 2000 y GROUP FOUR,Inc. i BOTHELL,WASHINGTON 96011 (425)775-4581 * (206)362-4244 * FAX(206)362-3819 fhe FF SURVEYING ENGINEERING PLANNING MANAGEMENT (EXPIRES 1072672000) |CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 16030 JUANITA-WOODINVILLE WAY NE RE V I S I O N See Hae 10 1999 Tae JOB NO.: 97-8008 LK -00-(¢ 2 e ye JO B NO : PA P E R SP A C E : PL O T SC A L E : PL O T DA T E : SEL sd ‘a 32 ,TWP.24 N.,RGE.5 E. ,W.M. 2 rid gio l 8 é ‘ \ \ ( \ / i Q ue phuk$ : erates |! , a . dy - \ \ v \ \ / . g - = = i | : | A208 25 I id i \ \ ik \ ‘ wy ee 10 ! yA VAY N) | a r i \ ‘. N \ 4 z L-fy t | ! > \ \ \ 4 a |/ s i | a \ a eC N NAPA V4 nN / At ME =206.19 / \ wan Ss fae se ee : ! / \ 1” = 40° \ \ 1 SOD - nr / G7} —ELEPHONE RISER wel | CONTOUR INTERVAL = 2° z i =a foes ; ——e | 40 40 80 sg N ve ‘30 INTERSECTION ie ) p——Luaree merce | L a —— \ L STA. 40+00.00 (110TH AVE. N.E. = | mE cae b=208.86 , i ¥ a | : Wwe Oo | STA. 914+58.35 (N.E. 36th ST.) itt b Lf ey CBA i / a | wl 2 ~ i wee Ww was — a fs A ae = SEE SHEET 10 oo reel tC S i —~— W “6 z ta CB 2 | pe : Rec / OB TYPES TOP 221.1¥ ae Sal é 5] § & i SEE SHEET 9 CB 53 10 a Lo REL 0 TOP 27,55 27.3712" AOS EW j rial © \ > SH A/4; R=35' COW |_ er iv EE 218.56 12" ADS NW i 4 ER ssi & rl og , Sg. 2 = eo \-ABYZIB BE TOP SAGBe XT Eee p lf 218.93 12" ADS E At 08 Tree 1 Oe Nee es ” fe \ S & 8 B gs » 7 4 \= ae ag ey \ ae Wer = 222.87 war cHanneich? ! STOP = ames qi > So \ “4 : \ \ ‘ k Voy on aN 8 , x / / “ A f Jt ‘e. el EF a ay “4 me yn rz ~ 12°2.E) \ a { ana = = = ir VS YELAAAQMANAANCE EE OO OO rae BT “3” HIGH CONOR pes EA 08 RED | = te 44 YVAN VANA ‘hk i} Lok \\ PR] Mesar pet LARD ORAM COWORETE i Ae! fled a 4 2 ra PY AANNNANAAVAAAAAAR KR HL ES —— ee lo PIC MEE WALK sie eer ao te F 22064 “T- a \ \ \ ‘8 RN AA \ \ VY NNS \8 \ NOW Ss A witay Sey et PUES pp. / aN seh i : _—— & , ‘. Somber vntwetouts sh NN hn fn ae oe “Nie poen NEB 14.2" ™ es Que Kf aN ta] VERE Ge = LOW OF Ex) 8” OL 7 a array, a Dae oe At ofS re : . n = CJ - “a ul reePhone 1 AO a) : oe B So RISER ; p cap Es Ce B60 TT 25 (Poke em EX, SSAMft > 38 1 rae es eZ oe - he ‘1 Es SEAM Or, fo ee 5 7 ef Dis apie anh eel . } Co 3& ) are “47 | 45 | TRACT K LE my | | 6°PVC DOWNSPOUT’ |: = Bu Ft BOaieaos ‘ : er. = sale ~ pt TIGHTLINE @ St ro Ri ee m 2. a CWA... SERGE) /7 MIN. (TYP.) ; OF ‘35 CB 3 (TYPE 2, 48") 2S bee "=S Wie) zis.o7 ne f <o) f SE STA. 41+02.26;15.19° RT.CGRT) <>. (Al = , _ ge . | 38 . Ps 314.41" BUPT Z LET 52 _— =~ 35 STOP 217.267 1ABY a | INE 35th ST ann cs a et (12 =NYZILZO so aes Pot ee SS " “ABD INV. 240=Be 18” — sW) Z10.Bas. > agile ages ' = : Sooo isl ge —— aH 65 \ / ~ Ee +00 on! ve : CB 4 (TYPE 2, 48° a omens —--—— ~ —t+——_*2+00 ' ‘STA. 414+45.67;15.19° RT. mt aus ee 3. (08) - | sy Z a Goes wa THABY INV. onan hie n=E) 211. 38. o J > 4 / i : Yo y a \ f \ Sn deere é! ao AULDT ze VV AROS /{STA. 19+83, AR aes / a = 347 ‘f. EMS. AYORANT ~\ NL IB -INV. oa =N)-Z11.0: ae mes: een bes { TOR 2182¢, >; ree ee z / cf j / 507 \ wiekeet Vote STB 05 eu IW. bea Saar Aa aaa + ) STA. 41+61.40 (110th AVE NE)= mee a Cie " r. Pa > 5 Ps _ STA. 15+38.87 (NE. 35TH ST) BLUME 7 + at y | Santer ft u | Bes " itoudiad Up - @ py pede p / . ca 5 7 anne He i [+ STA. GIFT SHICIT RT q iN rrr rs ‘4 TOP Spots & ney \ ae Yeu H rad : * INV, 24#:04=(12"6) 210; | rf ft N \_ EK 12” ROP "4 oe f \. Tp gas INV. BHSBS.«(42"—-S) ZIG. 30. (AD. See 1 EANOUT (14 — “INV, 245506 (15°=N). 215.21 (a8). Tete He — CYP. - 36 WH rapiNV. 207 BOSE arate) WW, - P H 240? = BIN, See “F075. 50 ABS LT. e~nue! / fk--77 & \ , CB 6 tr9e ee 234,63 (AB) Va 34/0 WT TT eae . : STA. 44+50.96;15.19" RT. _ INV. 229.00 2"—3,W) [98 Yoo? too E \ NOTES: Eames yA Lista eNS am See B| 4 \ 1. A COORDINATE LISTING, OR Se MAO iS GEV 2268 NV: aaeser C2" Pas) 4 | fs | : a ae a anar HH oe 7 PROPOSED DRAINAGE STRUCTURE L 226.51 | — 14: Pelle He : ki > \ __ AVAILABLE AT GROUP FOUR, INC. ee ee al + MON & CASE a 4 7“ 7 Ul n \ 2. ALL CATCH BASINS ARE TO BE TYPE 1 <a 7. Fo pe [ UNLESS OTHERWISE NOTED. - sN J nd i PAE — | 3. ALL GRATES ARE TO BE FLAT UNLESS SP 38 \ Ref ep eta 5 OTHERWISE NOTED. . a, H tes ap 81; ‘a g | ; - \ 4. ALL NECESSARY OFFSITE CONSTRUCTION - rf . sift INV: - Sse NY. i | EASEMENTS & PERMITS SHALL BE OBTAINED PRIOR — INTERSECTION —1 Ts / x | Seermetremy S| Z . TO COMMENCING CONSTRUCTION. 7 ; STA. 44+77.64 (110th AVE NE)= |. V | a alg | STA. 10+00.00 (NE 34TH PL) 3s do-- 39 Hee inoveaee 4 a t ! Be a ceo i~ i So . ¢ MATCHLINE - SEE SHEET 6 7] OCT 2 0 2009 a , }GROUP FOUR, Inc. i CALL 48 HOURS 16030 JUANITA—WOODINVILLE WAY NE il : BOTHELL,WASHINGTON 98011 | BEFORE YOU DIG (425)775-4581 * (206)362-4244 * FAX(206)362-3819 : 1-800-424-5555 SURVEYING ENGINEERING - PLANNING MANAGEMENT ee Grantee a7 Aen PecaeNe EEE JOR NO. 97-8008 || = . FES 0.8 70 ELA “O0-1¢4 JO B NO : PL O T SC A L E : PA P E R SP A C E : PL O T DA T E : FU L E N A M E : - SE1/4 SEC. 32 ,TWP.24 N.,RGE.5 E. ,W.M. oa (2) a i? —— T ENST.FAVORANT INLET 9 1” = 40° _—— TOP 229-857 ag) SESt } ty “sa eT 2 ZN IAB) 224.42 = 12" ADS +S INV. eeBOe ai a Tey | 40 40 80 on . AB) ZZ4. 26-12" ADS =D TO 4 as jz 5 ou = By Paw ed 0 iin ie [am CB 7 \ d Safe ary i 2 STA. 45+50;15.19 RI. 1 ee: Se 59 zh . TOP 237.58 GO(AB)——— 45uFee"Pve [ff 13 | = i 8 NY, |/ supe 20% IF BS Y x H ap.) ra 8 2 3 ~ 5 < & a, - . IB)INV. 22S 775 37 5 on STA. 47+08.19;15.19 RT. TOP 3:82:-744 DG 108) (4B) 240° 1-7 INV. 24662(12"—M SE) As JB IV. 229. 97-12" AD5-S — INLET 12 J AS) INV. 239092212" ADS- NN... 5 NOTES: | : 1. A COORDINATE LISTING, OR EQUAL, OF THE lela .. PROPOSED DRAINAGE STRUCTURE LOCATIONS IS 2h STA. 47466.50 (ii0th AVE NE) —] AVAILABLE AT GROUP FOUR, INC. a5 4 . = og STA. 57+67.46 (NE 33RD PL) ty 2. ALL CATCH BASINS ARE TO BE TYPE 1 Os #8 Sei. / ; UNLESS. OTHERWISE NOTED. O 38 : 43 / / 2: INLET 13 i < EN \ / 3. ALL GRATES ARE TO BE FLAT UNLESS ars gu TOP 236 pe4¢ ey “ies OTHERWISE NOTED. Om fe INV. 232.3669. 8° Aes: j— \ cl ' / ee fe WY 232.72.- 8" Aos#s} (Ag)? WAS 248 N35'5945°W R= 4. ALL NECESSARY OFFSITE CONSTRUCTION = 3 ~*\ ef eee EASEMENTS & PERMITS SHALL BE OBTAINED PRIOR GE i ne 1 8LF SS 1 inv. 24b.08teetd TO COMMENCING CONSTRUCTION. oN 109 @ | / a : 8) FT Eo val ies i (Pl 7s Lap: 12 BE z | oY.) eo OL ie a // /- 1.66% cae) ‘ 3 (_ E nee ! f ¢ } ae Ww . t TOP 28700 po Ad . / INV. 233.70 ) of Np rny aan Ep TNendeose, Sea ta) ih! | 62 e| Ie __ INLET 16 pf 7d / j H / ACCESS & UTILITY ST, ; 2? RT. ! /it+6 : + nH JOP. 23 Yo, _/ / / PROPOSED 20° ; + /|, ESM’T. TOL LOTS on rey 7 fall TIGHTLINE @ S=1.00% |: , . o | sae W/E E 7 ARCESB 1 tf |i 16) 17 & MAPIL IN| eeeees Ze. 98-12 psa fag] MIN CTP) — /— — ue ~ preemie oe ee , fae ‘46 UTILITY ESM'T. 17 e tr fl PROPERTY. \19 ! 120 / 7 / oT . s 61 3 ~ Ab 7 tl 7-7 "70 LOT 16, hot; {lt 18 \ eee ates oe oe ee Ado. ff: ie a rn / | fy fl . i a oe yy “~~ Ee, ; - 7 aa | ry i‘ eee Ge ee ee / “ : lib WF / § fH | —=1 | [PROPOSED 20° Access & uTILfTY! |; |, foil? uw oe is ve, far J Ld EBT, fo Mail PROFERTY 7 ff yi A ; LY fig \ e ond — = ——- jan pony aS / at SOIC OO ex oomcoonmaccthoonroocy et Fes ne ee ee ee a ee Sears] dk hel Sy & $ BY 0 ys YR y x LN y 2 | & ¥ @ e © o & Zo A 2 \ . ; i fy f/f ( \ i ae sol / ! i SVE PY ew “yp fh \ ! ; ne oy of / po ¢ftpre sy a \ af ¢ YS. \ \ ) boy & \ y thr \oyvoxue yh & i™~ {Se i io 4 \ \ tc tie fe vy YY : ph. \ “A j / j \ \ pil \\ \ Fe ™~ sh og Ff / Xs pote fip fol yy kon = sos i ee i / ar | I fs /\ | a ee i / Pan TNF \ po fpl jot », y tS) > / C Ws SON OO bogie. XM J ~ ies: SST SN N=\ ON NN \ f/f, \ j Ss OSS Sy a ne Oe Oe, OO ) Mee ~ a ars ~ TLDs an Ca \ VON \ } / / / \ < ome TSR I SONA YR NN LE No pee Ere “ | NOONCNN x &) % % % 7 \ NYT ~~ ey, | NON Sy \Y \ \ { \ NN \ \ \ \ / SNS SN SV yy beet é | KN tye Sy \ V\ \ \ avi \vi\ yo | BNA by yo) | So NN ee \ \ A \ \ z . | eA SSS LY po Fe | ~*e 4 vvyhdo yf es FEB O 3 2000 2 en | \ \ ; ‘ , \ \ ! 7 “ mo _ OCT 2.0 2009 fl ‘ ¥GROUP FOUR,Inc. 16030 JUANITA-WOODINVILLE WAY NE i bs BOTHELL,WASHINGTON 98011 BEFORE YOU DIG os (425)775-4581 * (206)362-4244 * FAX(206)362-3819 oaat SURVEYING ENGINEERING PLANNING - MANAGENENT ro} UPDATES JUN TT 1999 Tena eT JOB NO.: 97-8008 ry = LLA -00-1¢4¥ ; e . . * . . . . e o ° e * * ai s . o ° . - , : ; : : FVI STA =:44+77.64: : : : e e e . . . * . . . ° . e e ° ry i * So eeceeeet ; : : : PM. ELEV. & .235.00. : : ; eee eerer ecco eer eevee reereoes Ce emo meee eee eH ER EHE EEE RHEE E EEE HSH HOSE EES EH ERE HEE HEHE ESE EEE OCHO SOTO EE EE EEE dD EOE eeseesesessentoetle oT e 5 0 0 a a e . e ° . bi * © ® “i = H A G \ \ \ VI L R O A D W A Y & D R A I N A G E P R O F I L E S ST A F F O R D CR E S T DI V . 2 9) 5 7 ° . ° . . om " . : a . Py . ° . 2 o e . . « e * : : . ° . . . . ™~ : 3 . . . . vk SN : . ° ° ° ° . ad e ° . . . ° ° ° , . oo ° . : * : : : ; . ig all 1 uo: asa bd ana Be aw ba wis ha Dla Bea Ew OS a aa SDSS OO SO OOOO a a a . ° . * e . . ° . ° . ° ¢ . e * . . . ° . e . 7 . s Fy . s ° . . ° . . * £ . . 8 . . ° ° ° . it ° . . * ° e co ® * . . 3 Z a an e : : NOTE: : : : : ; : ‘ Iuicm ZlC x: o site is) sip! ae! ore ile wee ow = conn one ecu ve ease nie wie ove oie ave cco iil 6003 © 4 818 658 Wea Hi 8 We a ie wie See one ane ane ond EGMane Me ete MG, ore 9:0 oe oe wie ae oip one ED wie 06 oreo wie, atel axe see e cee e eee e ence tenes tere ences cette tenner nsec eneecn seen esencreeestnescenstees creel TPc cette eee e tee neni 7 ae ec ce ° e * bd s ry MAINTAIN 0.5’ CLEARANCE ° : : ‘ : ; : =e : Pr 410 ip: : e ° . ° hd ° . . < ; ; : || BETWEEN WATERMAIN AND : ; : : ‘Lip: (low: SEN: : P’ . * = * . ° . . * — . . ° : : : : || STORM LATERALS. : : : : ; : [5 : WIS i alt a : : : FE . . ° . . . . ve - ho Oo - . . : ° : ‘ oo . 3 ° : : : . = “16 [Ow - :>- . ; : 3 . . | ‘ 7 [2 . SAtN Al<¢ fy. . g ee ee ee Pera ar nese asensssesscsesere ee wre rarer rar rararerarsesewarw‘erarsrsrarers AEE See ee ee i eee ee ey ee ee eee een thee oi 80 08 ee 88 Os, ie at 18 Me gr Bud: tpl csc tees Zyog Tete: zie 3-256 i i a i ee i a er er a eo 7 . . * . § . : . . Fy . . : . ; . -—z iS Ole 1 Ps li) Lise : . . . . . et . . Py Z : : S : : : a sas f Pd) : : BH pect : -: ; : : <> OM ia ¢ : [S) : .& pa ST A . 47 + 6 6 . 5 0 ST A . 57 4 + 6 7 . 4 6 EL E V . = 24 6 . 5 5 (L I N T E R S E C T I O N ’ *" ” ” ae Te ok ey! a ae et te ee ee em eee mee ara e ese er eeeeeeseres eres ese reeessaesesesserereseeeeos z . ° ‘ . : : ° . . . ial ; : : : : . 75.00 VC 3 ; : : 7 i . ° . . . . e Py * ° sf . . “4 ° : : . . : . . ‘Lf si : . . . ig * ° . . 7 3 y . e ° ° ° aa ° ° .¢ ° — i . . ° . . uf . . . . . . « ° ° ° . . . . . ry . e . - . % . o es Pr eeeecee Sila pe 0) op: one one ane aed aed © oe bw ee wee whe ere How 0) ow Be Oo vin ov" win #8 9°8 Ole, Oe aha le Wie wie eee ores o Oe ie als aie Ha es wees | ows as Ae 0 aan seco cence cece eset esas eaebe cee ts OES 2-0 «Na e ae . #*. e a a ~~ : ‘ . . ‘ : : : % : : Ss a : q : : ., ‘ " <= : . - Pi * ao) : . + ; . . o . e e e . ° : 3 : L0) : : . : i" Sul ST = =— a mewewow aw eebewews a ee a a we oe 606d oe wal ane ws op -ow me wee jade) PS Sr aS 2 ee CME ©) nus OS oI ra a wad a a Pg IS SR a e e e * ui bd * é 2 . . Ss CB 10 . . . . ° . ° . . . . . * . : : : : : TOP 250. BF me: “ ‘ : : é ° . 3 : E ie 5 3 : : : : : - : INV, SeO(12"=N)- AB 96 AOS TAB - ; os ; ry : :CB 9A : : eee WATER—8"DI D4Q----- bet eee sees lees e eee etenees Feet beens enna teeneeeeees IE 259.67 « * INV. sekox12"= =W)2 743, B= ADEs “iA IN T E R S E C T I O N ST A . S4 4 77 . 6 4 ST A . 10 £ 0 0 . 0 0 EL E V . = 23 4 . 5 1 : > PM ELEV = 221.02 : : ; : : 150;00° VC: : EL E V . = 23 1 . 5 4 PV C 44 4 4 0 . 1 4 ug? . SSVF TOP’ 246.00 2B 7 AE r=) GB 9 STOP: 2475648, Sirexxxmae SESSSASCE SEF seWER-8"DI it. eee: esate 234.02 — ) AO: “ ° ° * . . / : if | ee > 7 4 : 300 2% 00 : +8 ecteaoee woos oe ct. ‘ le oa fs 4 «. peo’ . 5 = PL O T DA T E : 44 + 0 1 . 3 4 . ° ? e. % ene] PV T se e ee re s o se s e e r e r e r e s e s e o o n s a E— 4 . Pl a n n i n g / B u l l d i n g / P u b l i c Wo r k s De p t . Gr e g g ng / B u l l d i n g / P. E . , Ad m i n i s t r a t o r TN . ) : Top 2as OF STs UN ZAGZIS IB ; ; ; ,; : E. ) : Ti O T H AV E . NE ) = 35 t h ST . ) <F PV ELEV = 233.62 : : 60.00" VC ee ae Ne ma 62 wa wer oc ww Lie ww wn ncn ape evn oon cue dco OED OO wom wre de wre 904 oom ole ay fe on eae ong one 2 PS oe ie wo en tone ah fe nt ale ol all Re gear «Bling © ween ae" 0 Seesehecsetes —_ : : : : a ; : wee censees Ser fy 2s Wie Wig Sie Si wow Sie ww He ie tie te greg tre tie eke Bee Ge © ‘ : “AC AIR : ; = - ; . : : ; 25 v 8 led 5 : : : 3 : : <5 . : = 2 : . . . . ° : . : e ry iw, : Ee" : 25 “ : : : i oP. ELEV = 234.07: : : : : : : : Oui : : : Zt 2 uth <« £_4 ff JO KG “> [CR 6 ANS: =e : : 27): * : : : : 16 ODA ES ee eee ee Leveeeees os 8 s PNAS AEA io ald ADS = IAB no ceeeee ore were ey tree tebe ence cere ecnns tree ad :P: ‘STA =: 10429:50: bs sseesves teste eee rserssceeee rreeeeaeeeerenenesens Sa : : Ol+ + A i : : : ic PM STA =-10+44, 50: : : 5 ; & * : nwt 7 ° ° ° ry Sag file wo zin ST A $s a . > WATER+8"DI E. 3 see soe 64 (1 1 0 T H 10 . 0 7 7. 5 5 ST A . 10 £ 0 0 . 0 0 ( 29 7 . 9 8 \ I J nN t 23 5 . 4 2 so r e s CT R . CU L - D E - S A C i+ 2 S Pm ee ee ee ee ee 7 ~~ 2. 3 E L E V = .2 3 4 , 5 1 . . . . : - .= 2 3 4 . 2 2 2 81913 i: s = ram Pe ¢: : *gdtoeoeerecses press : ae : eee eo Meee es JZi ecco ese evneereevecesseereveveeveseeen + é os : eo: 240 : <<Q i975, 78 id: a "DI Ais 9 EXISTING © : . eoes : 8 e . . . . * . A . . DA T E | AP P R [@ r m m a : B Y (pn bayas “220 INV. ee ——- | T ADS “21D: BZ INV. 266 (18"--S,W) TO VAULT . = PROPOSED € ‘GRADE ELEV. _ |e) : ae ee ee ey a a a RE V I S I O N NE. S4th PLACE | SRA aE : , ( a) be . ° . e ° ° ° ‘¢ LA . . a ° ‘ . ° : : : : t, ; : : . : i“s . = ; : : : > SCALE: 1% 40’ (tionit.) : : bd id . * : 3 7% ° ° ve . ° * . . . ° . e . _* . . . . . "= ry « . . ‘ > . ‘ P ae ere ees bee er aera T.. a a ea ee ee ee Y . ow eeoe ° oe 2 16 o0e She ote Sie wees one ww ee aw ae PRS oe eae Sere a renee osc eeeseessesessvesessossesees wee ee ee ee ei a a gee ge sme eons sevce g crtini ove me ome, 9 : : : : : Ft . . * a . e . ‘ e . ° ° : . . . ‘e ° is . . wy “R S BU I C T S Ma l SI M . . . |e Ol e N 2 7 | en e _ ; 3 ee cee Do CALL 48 HOURS + cecccwluccccncuctecesevavetos . . . : ” SYERT so nme oe eli nt BE a 8 SI 8 4 PO te smiesarass BEFORE: YOU DIG 16030 JUANITA—WOODINVILLE WAY NE mo ai BOTHELL,WASHINGTON 98011 (425)775-4581 * (206)362~4244 * FAX(206)362-3819 SURVEYING ENGINEERING . PLANNING MANAGEMENT UPDATED® AN 17 1999 igiesrag ED JOB NO.: 97-8008 ia n ee Fa e NO . FER OB 78 ocr 29 2088 1 LLR-0O71Y4Y : ; : ; : : : : : : : NEI IAS 2 : : : : : : : : ‘ : : i : : ak : : : : : : : : : : : : : wot : : aan lhe : : : eine ne'hs nora ma mas becleveeeeees Ban sin tn te eae es Herne ors ors Ge na 2 popes lessees. we tape wold Sica ose tilae aese Seed nae nans ofisa masa velecaeeeuee! ee ee : re rap maa anes sw hosm IE nlm oe em rw Ve team ms ORT Het Am : BEE rn als ner Sesteseaeetesseessateeeseseen] : ; : Do py STA S Topas “OLS: : prreeeeeeeteeeeeesesleceeeesesleseeeeeceleeeeseeeleceseneeeleceeaeecetenee ees sei ; t ; : : : : : : >t PM ELEV = 235.28 $I |: : : : : : f : : : : : : ot 260° VC : raps : : : : : : Ja ; m1. bs: ton ntl nila wasted he: poresssseeyese esses: eee escoest poreseeeee gs eoeeeees ners eceneere : : : : : 93 Ze; : : : : : ; : : : ey : weer rane PU STA S160473 CS: eoeeenes ig ” ,; : : : : : : ; : Ris] 2 ON : : : ; : ; ; PM ELEV = 26353 i 3q >t ota : : : : < : o: oR & Sie : : : 7 60 VE R/WE) Ce R/W oe : ; : 7 : ‘ t G2 Ty | ORION : : ,; ; :; ; too | 3 a > Liveccesceleeeeeeenleseeecseeleeeneeeseteseceseeessseeeereceeeneesscesstsnseenereeeeneeees oPPEEEOOEEEES bes (v.21 BUCO EEREET OSLs "0 = FOP EEE ESS EECEOOSEEOROSOEOOS COOOSCOOOESCOOOOOOOSOOOOOOOOOSOOOOOOOOOOSOOO OOOO SSSSOOSSSOOONS 5 Fe pes alee ors creo eg oll mem, maa. nl ees on Leese ie a ao = : : : : ro : i : : : : sat]: aml & | : : : : : : : PM STA = 5979.88 _ o| Zw : : uo : : ‘ : ; : : Gis 2° N ml) SISSY : ; : ; : ; : PW ELEV = 258.34 roe, Soy : Lol ob : : : : : : : : : > Bo Shy S| 5: : | Sloe é : : : : : : : 60.00" VC: - 7938 BVA : Bi Sw ‘ b £ ° ° . ° ° or we . ° e . . . . . : . : — . * ; : : : Sn wa om ah Bence vie aril conor bes ti Bare nen abe i piel ahem * a 1 002007 |, saat alintins née ws'eb ex | ee ee fear eee sdes tot tans tl ne do ave by op pe vi wd tn emeamdoatanees Hee Syl BoOy : S| 3 5 terete eenee pore t ss ererecces s°° 2 O52 SE g Oe SS fae Sie She eee eoeeees eoeeee . : 4 7 A : * : porte eee ole eeoce @ poli e. aaoaed * 4 Bahananes ha eeoeeeeowes ee d: : Be by Gi : DESIGN | : > PV STA = 58+94.46 | : M8 io% 12a) es <a M) 9 4 5 3 3 Ba a . . ° * . ee . . q ° . ° . . . hd ° . . . 3 - E : i : : PVI‘STA = 16+75.79 : : : Be : : GRADE: : : : : > PM EREV = 253.01 ; Ww eas Jot 2° a, Fou Mm) 3 & ; Wl. LP. ELEV = 218.46 PVEELEV = 220.15 : : EE) |S : 2" : - : go AO NG 3 er ge, a4’ 5 oo% Oox : st) ois S88 ne Be 8 Oe FE ob Bs STA et 15482:87° 9 7E.0O VE: ee vceecos pa rns we oe ge 0k Siew ds 4 Pe EY : ean ppecsererscseceerecsseeess: QOD ces 60 00 a wee presser eres Trcre re. choad ieee poser ret ge ae ie ae ae le eS Te ee o libs 0s ees gers <3 rer okie «00.00 oe oes = < : : J. PVi STA = 154+90.37 [ : : : : ; > : : If : : : : : LP. ELEV = 246.14)": 1018 1F8 ad <0 a , : an : <ih Pv ELEV = 208.46 | : > @ |i: : I UA sj ; : : : : : |g LP. STA = 57+94.46 ls:2]9 jo Soh : : re) fe _:75.00" VC: : 9319) ‘proposep ae Jt]. 674613. Segh Ml STA = 5841946) Beis |e wie = : | & ee ee ee eu pee teeaeee ewer ae ce ee a tel 0 3 eer ag Sa Eagan oe "OTS SDs she ele ses bh eee le ee cence eles eeeeeeeleeeeenees rereseesesecseses TSS PVE ELEV' =" 245,51" terre geese COR: ye pe ye . & pad’ ond cre ene exe are aie ¢ =z é 2, AE Ng? : pe | : 6. :75.00° VC: Ol j0 i aks : BIRR 7 ooo Ri 3 é HP — SiS |: : g@ezie: : lolz : Bla: Pa | Lie m- : 188: gael J: : , BIS BSS : : BNIES : alm Dot CB:12A : in ae : : en ‘lo [So : i: : seecene + DDM bp OE Ae cece ee eee ee oem: QD jjeeeee stent etpor eres Meerens edn ne 87, CE OO 0 Steere cence ceeseees +224 coeds oe +++: 256--o i -|* EXISTING -- ig/®- | Receeceeed ‘ cecal? ewe oh : : be ; Sys : 7 a om TOR 231.05 je" : : : s | : : [kz GRADE In 1% : LF~] 30 ¢ : seal: : ela oy : RN: : INV. 227.15 {NBs : Lt: : : : : : : " IS mH 2 00% as : : ey >: > Pligg : ZEXISTING : : kz=) ; : : : : 20/02: o> : we : [uz ge : : zie tio : en ae ps : : : SA : : : : : : wien: = ot : TOP 259.73 : >: |OO sé : = i : it Bo deke Bale Bc leded sheseeeleseseeteelaceeeceeeteneeteeePeceeeseeeteeees BHI MO EID Sees cess Oe ar ee 2. INV. 258.731... : D> oe cr eeaecsencecese ece: o ae Oe Oe e 5 . : . : . : > : : : . a eeeereeeoeeeoereersaeesesineosneses CB 6° esses za w= F 5 INV, 226.55 > | BO A 5 yon: “ Sy: : “Top pesas : | RG 3 : : : CB 11 {TYPE 2-48”) :| TOP 235.39 0: | : ; gy Oa): : 5 O| B35 (TYPE:2-48")} 2 INV. 258.93 > | OW $5 : : : W/SOLID LOCKING LID |: | INV. 229.89 (15% IN-S & E) : na OAs : : i | W/SOLID LOCKING LID : : : BE vee DIG soeses lopopeasacge ct Oye by 227.67 COINEN BEE Pee 24B Ne pees? : sete eeeeee bes eeeeees Bot TOR 263.45 .7......64. beste ee ees *DAQ----: ae 2 INV. 225.30(12"IN—-W) [%S | Inv. 226.67 (2420UT—W) : > g 09%t= 2.00%: : ; CB 37 | INV, 258.53 (12° IN-E)! 3s a: . ; INV. 224.30(24°IN—E) Ia | ; : : : : : . : : ; TOP 259.73 INV, 256.10 (12 IN—W & S) : . 3 ETI En : WATER=8 DL INV. 234. 30(24”GUT-N)|"5 28LFxi24"CP : : : : : : : > INV. 256.58 INV; 256.10 (42” OUT-N) : : \ 58 IE 213.20 Beceem eee eg tgeeceeceetaecee dr Qe. ..2, 846% : : a fos se on oa ws es oo me wa es Bam senwemsds : : : : : : : = pe cescrreserecece * 8: 4 ° : : . OUTPACE {tA : oeoe Baie Sih SEs ong Sie Bis aie Shs 5 56 SI Seal 30S Tee! Ce eee ee Fett e eee eeee cess raes Settee eeeeessesacenes re SSlce 41: to ; ; 3 €TO DETENTION/WET VAULT): : : : : i : : VARs STOP ZC ZEZAB t INV. 221.00 cB ao. DLINV. 2e3azte (12°-S,E,W)ZIS.02:RS : : : : : : : : : : : SEE, 139%h: AVE. NE. nog. .- : RNY A SSE. Siig EMSTING GO: da cacee “PROPOSED: € se eeees laine srapttesesereteeessccetececeeesereccess sss: QOB we Be eee QMO rorrerererecetereeeeeees C6 TBE Bd bs 68 we ie ee 4 0 Wolk wie Oe wb oie Bla Hie 8 TD OK 8S Bd ve ttt e eee e neta cence eee etecenes +++: DAQ-- one : ; : MN OLCB_41A - GRADE-ELEV. / §SRADE ELEV. : : ; : : : Dot : ; : : : : : ; : ; OP 218 TYP.) : (TyP.): : : : : : : : - ¢ : EXISTING € : : : “TSN 253-4eee=12" ADS ; : : ; GRADE ELEV. : |, s : - cadatferc te ae sau thence evs opp eC ms he Ns ra sean ame ree epithe nn tn en og obese wince wtvoce wa toe se Sea Ween win w aries js We deed om ae acer oe oh gd a oe sv dhe vi ve sm en sen eh ev'ta peed ot enone KEMPS ; : | 2] gt © Ob As Sa sre we ee ee : peg er 3 ecces a 0; ms ro) : rN : Be: ~ : : : : ' : : ‘ : ‘ tteee m 3 : ; 19 Cig: Mod : jos ; qe: ° =e ; F : : ; : ; : : : : 2 3s : ; (NNN DOIN: IN NS: “Nn ; : : : : : : N Ne 128 2 lg 7 “i ; : : : : : : : : : : : : ; : i : Vis Dios : ff cur ae we wc ugar vn oe a! nom an wrve Eevee UGE Su vrs ald lf vor ee encom dR Bone nn es Sea oh om: genx AB de re oe ce enews sina rn ee wee ae ine Smetana asa) aaa asm nina ms dds cocecias dee exe les ao OR E : : : -N.E. 35th STREET : ; ; 58 : : : ; : : : : SCALE: 1"= 40° (HORIZ) =: : : : ; : : : : : : : : : : ; : : : ; 1m 4 (VERT) : : : : : : : : : : : : i . : : : : : ‘RAW : Dt N.E. 33rd PLACE | ii . : . * : : 1 “3 . . . . : : : ° ry a 7) : : : : . . w : i : : : : | NE 36th : : , : ‘ : : : : ; : SCALE: 1= 40° (HORIZ.) : : : : 2 : a : : > TRACT A | STREET... Le Zesnssies . ee ee S vorut niece neeeuisped once ob sual ss vispava plamwndans sled us sdeeetpog emacs 2 MTs 4 (VERT) sew eweues : ; < Setsesesesleeesesesedesseeseee! er AOSTNG : ts ee oe besteeseae! i. a rE © Ae BEG P| fo als : ; ‘ : my: : : : : ste aiened mare one nutaes once ot bananas 16-908 pe PE QOB ice wenseesbeeeeeeee tees Mercer ere gales dpb eee ee on ee ee besteseenebeteeetsesteetsesbsceeeeeedeseeeece Esse dais nn ue Sn one wn als am fe ant tt wit Bd me oe wn ged ge enemas Leveeeeeet R & | : perserertegeeseseeesyeesee sees gerry ; e ; " ee ee ey Tetteeees rs | ba spears Bees uene: leseeees vileseeeees “ant 200 Lo ]:200----: sesshe lex ol ns om rere ee cece veeeeeceetere GB Gereecees z bevel ere re eee Peete BER ong tes am Dede gs: 3005 te on ony elm as me ; z : : : : INV. 199. : ; : : : (AB : : ; : : : y : 4 # : a a SEE 110th AVE: ae | g : : : Sa] u: : : ‘ > ONES. : a se _- a, A . ere one 0: 9 018-0 Od Sb Os cea ‘ we § és We. steeseeeee news oboe NPE 2 Ba") eeeleees : oeeoeee ‘ esBoaee tecceseccseseress DOQ-- eoeee sete t eee eeeseeteeeees et ees BOQ D ccceeeee SOO OO an oe take aie sie eeene iad ee eeeasoe : : : : : 2 2 - : : : : 7 : : ‘ . . . e * . ih ow 7 . « . e . . . : } rs ee (as) 3 ; 7 CALL 48 HOURS 16030 JUANITA~WOODINVILLE WAY NE in Se ais cay as @ ee * cecace celeccees ave wig bua & ash 08 sicarapraanin hin: Sigga's #16 TSR wlohe 2 ove, on ole ace Seve ere-ejecesee tis, are axe ont og 2d be are bee aes ote aes “WALET OCe See wie wie one : DS i BOTHELL,WASHINGTON ‘98011 Z : CB '2 TO VAULT | ; CB 3 TO VAULT BEFORE YOU DIG (425)775-4581 °* (206)362-4244 * FAX(206)362-3819 ie SCALE: 1°= 40° (HORIZ.) SCALE: 1%= 40° (HORIZ.) | 1-800-424-5555 ee iseio i iiciciicciniie PLANNING MANAGEMENT 7 1"m 4° (VERT) i'm 4 (VERT) = _tranteh’ tet toe teairee ne JOB NO.: 97-8008. 2 me 0-144 oct 20 2000 ee ie ooeees . ° . . . . . . . . . ° . e ° . e ° e . e . ° ° ° e ° e . ° . e ° . . . . . . e e « . . Cee m ome e rere eer wese eaves seseseseeseesosese eee ecreosereeee . . ° ° . . ° ° . . . ° . . ° ° ° . . . . ° . ° . ° . ° . . . . . ° ° ° . . . . 132: Se ee rr er seer . . ° . . ° . . ° . . . ° . . ° . . . . ° ° * ° * °° e . . . . ° . . . . eee eee errr reser ares asoeessessces Perec rcccserecsesooge . . . . . . e e ° ° . . ° * . . . . . ° . ° . . ° ° ° SADA cc eleveesscestewees ss oll name wanna ba ae ex oa Papp caine ow : . . ° . ° ° . . . ° ° ° ° ° ° . ° . ° ° - ° . . ° ° . ° * ° ° . . . . ° ° ° oececwe Oem ere moro ees rerosersseseeseresesereose SP . . . . . . ° ° . . . ° im ° . ° . ° . ° . . ibe . . . ° . . . . . * ° He . . . ° . . . cy ca ° (im e --116 eee meee rene vecees cece enee eee eeresecscce oe prev eee eb aseees . . . ° He . . . e . . . . . . ° . hes . . . . ° ° . . . ° . . i . . ° ° ° . . - ° ° . ° ° Hl . . e oJ e e e e Comer ease rear erereseeseresessesene Coeeeooeccre OF | eS . . ° . Py . 3 - : : Roo: : . . . . . . ° ° ° . 1 . ° . . . : : : ° H : ° . . ° f . . : . . . . . . . ° i . --108 ee rr rere eS Sr rr rr err re ry © aay rr eee . . ° ° 1 ° ° . . . ° . . f . _e . ° . . . : : : f : a3 . ° ail 3 : ° e ° * : : : U : Pee er err eee r reese eresereeeeeseoesesesees tt Pe i ° ° e e . ° . . . ° ° ° . . . . ° . e . ¥ e * PS ° ° ° . . ° . e ° ° - . . e ° ° . . . ° . . ° ° e = *-400----:°--° sosences errs.) 6 barre ree ere. e . ° ° a - Sf e . ° ° e bd . ° ° ° . ° . ° « e e ¥ . . . ° eo iad . . . . e s . . . had = ° . . ° . . ° . . . ° id Pome rere er cereracrnsesesveses er a ry wees reese vesseeseors e ° e e hd ° e e e ° * ° . . . . . : : PIPE SHALL : : : . . . . . : : HAVE 3LF MIN : : : . . le ° . . . : : ADDITIONAL LENGTH : ++ QB----:- we eeee seecee de eecccceeeesceces : >” MADE UP’ HORIZ.’° : a . ° . . . : : TO ALLOW FOR : : . o e * > THERMAL ; . ‘. . ° : EXPANSION AND : : : ° . ° : ; CONTRACTION : : See e eee ee ce MONTRACTION, 2.0.52 pa woes cece necseeceneseseee . . ° . e °. e. e * . . . . . ° . ° ‘ . . . e ° * . . ° . bd e . ° e e °. ° . ° . . * 84-- comer eee ce scree ene Pepeses cee eeecoece eee eres vescees . . (i . ° ba . . ° . e Ld ° ‘ . . ° . . ° e . ° ° * ° ° . e . * ° . e f . ° . . . ° . . « . eo e ° . . . . ° : . ee ee ee ee ey oeeeoe . oer ereererevereresresesereouers . . . . . ° ° . . ° ° . ° ° ° . . ° . ° . * ° . . . . . ° ° ° > . ° . ° jj ° ° oy | rc eeneny See xe om vaste ms eee spe bas aus wes { . . . . . e . / . . . . . ° . . : i ° ° . . . . . ° ° ° e * . 7 . . . e e e . sa Me mew ee sie sesesereeses Le focciaccccccccceccessvcccsccscssess * of . “ e . . ¥ . . . o e e « a . yA) ° . | b : : /\ ° . J z~/ 2+ G8 -- sate eee eee Je ° ° : / ‘ @ CTYPE 2-54") |. INV. 60:60—SW<8.0— DRAINAGE PROFILE INV. .66:00-E<S.>86-+-00 _INV_-63,68—BOTTOM SCALE 1°40’ HORIZ. 1"=4? VERT. MA T C H LI N E ST A . 87 + 6 0 (S E E BE L O W ) 3 —_ ie N 116 108 100 152 iby ifs 2 i | Nee rAd EA 34'+ ROW FOR | DIVERT EX. YARD at becueaeetensaees beceeeees becuveuccseaecscucescesesensaesas Pit tf NE 36th ST. DRAINS TO CB 2.— “HOR Le : : : HOUSE thi goby . | i Vf anne (UNOPENED) ———_L, 5 e bik OF ° . : : : S - a ee i { \ 8 ne 0 Vv : : : : 7. 7 ‘ a ‘ 8 g § | P “0 ° ° . . 77 . AS & » 4 aaa ig : : : : : mt “Se CPL KLAR CR 208 : Cees erennnceseceens prrcesessertessesecezesees sf or eeeceee -208 “ A tt ‘ ¢ 8 ay : ; : : : 6 SANE ERAT AL ES L Wy : : : : Lo : a 5 ee \ . . \\ ¥ es.” i 1 ‘ \ S aquoaciey sPoie w &E “CONCRETE = : : : . : \ . ‘ \ * A \ . NY \ v ro’ : : ; ‘~~ : aa Sop (oR S76" aa pie op . ier LN eee ee a uss ba yfiges Soreccevee|ebesscscces er ENN ares a ‘ : yy Nae : ORE MATCH Ef ANON SBUTTET USED a pe avi i z ; : : _ SO NSTALED, FACE 8 5 : 3 _— EX TOS a € 6 WAAC A + | = Tiel en ree Moko wes oa on 1200 S LN \ Aare BOR a & : : : ~ RRs eo 2° : : : ry . = =a : : : sg B_1_ (TYPE 2— (1 aa Lak zZ : € 66.2 ve NG apes So ORT . 2 9 Seeeeeesee! EXERGY DISSIPATOR Ny, ° e rs : : : Th : : 6° BASIN ; Ti : : ROCK CHE! ze W/DEBRIS CAGE : uw [ff ice acre 2-54"): @ TP) _——— lian EW : : : EX ‘A ACTOR TO CLEAN a 192 fees J [..... WZSQUD SORE: ONER.... 2192 » “BITCH OF DEBRIS AND te ; |. INV gaa-88—16" 149, 45-DEiei0-wip) Ni MITEL POSITIVE. DRANA ; INV. 489:88+15" 199.53 = 90575708) ) i = nee NV, BOeOO LR :S1HB) \ ‘ iy SLOPE = 0.86% eERERERESSCERESESISS © OUCETESOReTTeDeetSeceseeer’ Deecseeeees mY : : : : i n \ 5 . ° ° ° . \ \ #9 } ot : : “ : : SS ge : : : : : : an LZ ge 184 fesse teeees eet ree nig eam piece pace ney +184 CARRS SOSA OS OO SE bE et oe ee \ @ MER ~2 $5 : 3 : ; : XARA ri ge ; : : : : \ SARS : Om Ss oo ceeceeelecscecp filecscsaces ee a on ee f "= SARS z : : : : : “45LF~18"SD SCALE 1°40" e\ ISS) : yt @ 1.00% Banneawey, Be : : Dt REMOVE EXISTING pra eco ek 38 aon: Do: Geen | PTA ahi zg 176 ieee Sees feeeteseeeeees Lice teeeeeleeeeeeeeeleceeeteest4 7G \ CEETELLASS SE See ee CB TYPE 2-54 : Sele ffl vecelessesseeslessesseelecsseessetecenseese! oISTURBED | i: : : : : EARTH Ff * pe-fet. Reza, GROUT ' : : EX, DITCH ie"HoPP | 4. PEE 168 ieee Bi canter ti chs ne ets eke Ca Bs ncaa ead 7 ee: T. 16°DIA. HDPP PIPE: : ran wk ig a2 TO BE INSTALLED ON: SS th | als THE SURFACE, AVOIDING 4— #8 pb : 2 | i LevedesefPessreees Tens NALLY DOW ama wa wa Lecseseees Tn Co 3 ~ ea ALLY DOWN JHE 4”T0 8"QUARRY AROUND 3'MIN. s : ; : ; SPALLS, 3’ WIDE PIPE __~ 160 : : : ; 18”DEEP : oars eeaw ewe tote e cece ence wees seees swam ow Hee = eTer iy -160 : FILTER FABRIC 3 C.Y. CEMENT CONCRETE - mete CL 3000 5°x5'x3? : i if i : -| 1264-00 A ie DEADMAN PIPE ge af Peep ct en comer reine ie ine lng got ne mae phism a . = 2 ANCHOR DETAIL 3 = . : : : . : NO SCALE ty JONES AVE. NE RI i : : : : 60" ROW a r snc rin gg ancl bx panes laine ae me mp enpmearel SQ EX.EP=70.4 “49° EX.EP=69.9| 3 : Tex PWT | ~~ IE =65.95 | : 35 . : : : : lE=65.50 BEVEL ENDS | ty : : : : : GUL p...... oh on Ininin oe se Srba ve sate Ra wewae nnd sa neu nen! CATCH BASIN 1_ DETAIL + a re) : : : : ; mONOCREE ane a 8'x8"x12” | : : eae ¢ . REMOVE EX. 40’ MORTARED ot Peers Sistemas si aw actos ni ll ia tt pop me aereereees: VV 1 | oe 6x8°x1 2” MORTARED P ENTRANCE < : : : : : . QUARRY SPALL PAD INSTALL 45LF—18"SD wo | : : : : : 2 GALV. @ z tw : C~CHANNEL 4 Dr B Z bo POST A CULVERT REPLACEMENT oi | slecenecee MEL TEE ‘BG BeALE £9 0 9 200 * : * Nice — = SIR MAIC y . A Es | {GROUP FOUR, Inc. | CONCRETE 04° ; CALL 48 H Sy oA i ~ A | OURS | “S4Y gf? 16030 JUANITA~WOODINVILLE WAY NE | C-FSITE DRAINAGE PROFILE BEFORE YOU DIG erly ST HRULSWASHINGTON 9801) | —acc tg go L ATERAL SIPE SUPPORTS : (425)775-4581 * (206)362-4244 * FAX(206)962-3819 ar weer NO SCALE 1-800-424-5555 SURVEYING ENGINEERING PLANNING MANAGEMENT . rama ames ieee ines Ton NO: g7—-g008 | 2 ~ LLA O0-(¢4 ocT 2029 ve e r re t re _SE1/4 SEC. 32 ,TWP.24 N.,RGE.5 E. ,W.M. | 7 A on a INTERSECTION POWER POLE \ L warce meres CB 35A | _— Ste srsess WE BE SN A /\ | easooas % STA. 91479; 14.00" LT. STA. 91+58.35 (NE 36th ST.) ape 01 | seen ! ARMOR DISCHARGE: NY, " 42 / 9 8 "1 0 " 15 A / oj | 7 (W MAUROX . FROM THICKENED A a tae x l ; Gee / xX os re M36) eae EDGE TO DITCH. 2 i : i +g f C8 IVPE TH REPLACE TOP 221, wv z —| 5 Bese 0 NO STP 27755 - EE 2IAS7\12" ADS EW NIA a fr KE 215.36 12° ADS NW 1 EA SSM REMOVE EXIST. ~ ee | ME 218.93 12" AOS E Ae oo Tet TOP = 226.95 EX C8 TPE 1 l= 21815 » « ee JS’ HIGH CONCRETE Ro WALL METER. YARD DRAIN: CONCRETE ye ee ta r e ee ee e we ee SCALE: 1°=40’ CONTOUR INTERVAL = 2° 40 TE R E Y CT . NE . ON . s EACE-PIPL -% fd = 22451 “TOP = 22t64, Ce NE < 22064 aT HOP = 221.97 NOT CHANNELED! | “SX TOP = 23865 LOVGRETE 4° PVC ME. WALK . MW = 21862 ME = 2O9.$2 ot DREN UST. FENCE i} Sith STREET (FOREST AVE) \ \ oh ce ree ny Ss 8 f= 2818 Wo ff NO ~~ st iy NEED 14.2491 ~ St ee <2 CONC WALK TR Ss aan ges ES jp EBL. CURB iy as e po e FS A S - B U I L T S N. E . 3 6 t h S T R E E T ST A F F O R D CR E S T DI V . 2 fy? EX. SSMH Z GP DE FHMOL/ 0 ORADE) - ~ it 49 48~__|--47 46 WE EN RH cp 37A TRACT STA, 94+3).20; 23.70 [RT. I yz / J ra r y \f \ — 7 wee FENE 7” NA / A / {/ 7 “ “ N \ \ \ As ~ EW. END=198.04 Sx -~ ~ ~— a \ i , i od ‘| “| \ ee ~ \ Z 3 i. — % ss 2 ee 26 \ \ y ~ 250° | : NY SS RAN 1 \ i \ Look § 4 é C4 r 5 \ ry NE th ST. \. % a ae yO ) EAEE _— f SDSS OBS UA 7 peter LENE Seth oh ie ” ao) AN ‘ _ ReGanen Oa ues ~* A NS as ht caer LTT St SO eae ee jo owoh? ca a | i 22 : : : i : er : : $ : . : : ; : OO SE 7 = : : t = § : : : : : : : : : Fz . e . ° . i ° e ° . e ° bd ° . 5 o : ; : : : eR | : : : : ; : : : ; = Bul : : . 8 2! : : ri ge : : : : : : : : : las : : SE . ° ° ° e . . * . . ° . . . . me : : : : : : : : : : : (ee : : : : ae : : : ; : : : : : : 115 : : : SE ; 4 : : : : ; , 1° , gN a Bon RO Ase ore wo ee ce onal om wa ae ew ws ms ae bo ae om wee Bae ws ba 1 Be Bs ys 3g 5D Ba ws ee aw cae eee ees on ee OID og On Ow oy me Bs S68 GS F GES Mt RO AW Bel un one Oeil. Es pe: Mi STA “= 93+14.88 : 24: ag : : a ¢ ¢ PM ELEV = 220.79 ; ; * z< : ; : : : : AS : : : 400.00 VC: : : anf: : : : ; ; i) ; : : ° : : <a: : : : i afb ol Both ww a weg sis 0k Ss ae ae oe win on oe oh osin tine toe renin MO er 0 os sn wi a we Ble ms i a Py es aaa a sremee : : ; : ; : : 15 ; : : : : , : : S : > lo: : ©|N EXISTING GRADE . : : : ae la 3 S GRADE | ATG;ROAD BE: Dy te : 7 io : : ea = are ROAD @ A IMPROVEMENTS - > : me : : SS ” e -. > rq . Ps ‘ s : " . . yr : : = pert LEAP ARO eee reece eeeee tee Clay «IMPROVEMENTS = 2 aml lcaaala BB OT Og eee! —- : : 6B ws : : >: : : : et ee : : : co] i - : g| Zee : » Sys 24,0076 9 amet : \ sell : > el e : il ee : en - 7 : : ; y : " ] aes navn so eo gl pecans oc'nn glia ta enedoun’ : Soennntto | bp he afd [Se Dal Bee : iH : sy 4 L a E ; & “7 EEE. EX oe ie : ae EX, HP~I2 OS Bsr ob ; 9 AUK | WATER-8°D| : : tec eee DAR... 800 JOP LELGF. coves 6 ore ore axe a see wp Ms DIGI GD: ccc cw 38 c.5 sd oi eee eeeeas : 216 - © WK ELE. ‘ee > lo oe: ; : 216 : : : 3: % : INSTALL, SOLID x3 : OP ZAG? : : : : 2usr_c@ (REPLACE). : : 9.81 : LOCKING FRAME)2-O > WH 27862 : : : H i j : i : Nal 708 27755 AO) tM AZ : & GRATE 2 : : : : : . . f i Y = immed RH WIS 25,55 (12°-E s . S ° : Ee Sima 3 : : ; - . fapyarelig TOP eeeeea| 1) SES (S07... LANSTALL SOUD oie ssesseesteseeees Eas each of wa a ween teeu wasn aa! ce —FAB).2.14,00 12" = | Se : rig lee fs e. a | : : : 3 : He P50 LF=I2 a ; IE 212.35: ; i AB): 59 LF AZ} Sie : : — j ‘ > INV. 218.32 : : : i : : B : : bs aK : : : : _ : : : : : i : eeoeoese 208 =4 : eeecoe ‘ ereeeve a ° “GRADE’ ELEV.” eoee : . ~PRGOPOSED’ £ eee? : eeeeevee : eorvreee ; : eoeoeeeervee : eee 208 . : eeeoeeeveaer : zs : PayZSOLID=LOGKING =: (TYP.) + :/ GRADE ELEV. —: : : : Als | eteeeeeeelageeegeeeteeeee Hl aac Se SES PE, Ts levee wgeetesecenseedeassseeees : <2 62 OR [Sos 2: NS : Se: ons Iga a: oe = § : : SON PSN GSN SAE SAE SN ISAT SN : : TS een eee” Senn Seen ee ELSE) St ee nn See See > ee See ‘ca mead tendveas siweet | ° ° ° ° ° . ' . . e = ®. # il . . 2 , :; ; ; ; ; ‘ ; 12 . b ° . ° ° . ° ° ° e ° e . . . i 9 : : : ‘ : : : : : : : : : : ; 4 | 3 : : : ° : : e : ot : : : ; : : FER 08 2000 iG a aoe che ace dw 9 ore one som am: al wm wn wa wis a wi aon aw ae ow a ww ee a Ba ms wes aad ow Sia es es as Faw aw ems Bs Bese Oe Os om vm See qa ee erage ma ae es oe ma wa wwe dd Be an Wf ® ' 4 N.E. 36th STREET (FOREST AVE.) i ‘ : s 1°= 40° H —_ iJ wae Te GROUP FOUR,Inc. 16030: JUANITA-WOODINVILLE WAY NE 4" ' : BOTHELL,WASHINGTON 98011 ‘ay S (425)775-4581 ¢ (206)362-4244 * FAX(206)362-3319 SURVEYING ENGINEERING PLANNING . MANAGEMENT | S init teeta tases IY On NO: 97-8008 | 2 LLB -O0-1¢¢ Lp. BA XR E F : R/W R/w 22’ € 22" / 5,5’ (6) 5 16" 16’ 0.5 5,5’ WALK WALK 4” THICK CEMENT CONC. SIDEWALK 6” COMP. DEPTH GRAVE 2" COMPACTED DEPTH CL. ”B” ASPHALT CONCRETE. . SRAVEL BORROW. — 4” COMP. DEPTH ATB L_.COMPACT APPROVED SUBGRADE TO 95% (ATYPICAL ROADWAY SECTION \6]6/ 110th AVE NE/109th AVE NE NO SCALE 18° 2” ASPHALT CONC PAVEMENT fr vette hy $Y - RPTL bt RR PE eT tee o> oie Bete oP SEN epee “3s 4 (2 THICKENED EDGE SECTION Ye) NO SCALE " 2 / 9 8 RO A D W A Y AN D DR A I N A G E NO T E S & DE T A I L S ST A F F O R D CR E S T NE 33rd PL NE 34th PL NE 35th ST STATIONED A c 3 m 3 2 R/W VARIES IMPROVEMENTS pris R/W 2 LZ ge ° Oo sé a #2 ’ ’ Q Pagar d 2: LS 6 6 _90 5s z Fig 3 WALK 9 OW Ss | 8.5' = . SE 2 es EY el Oy . ae 7 i. PROPOSED |:,°. 2: SE May, ok % SIDEWALK f= a | ROADWAY EN : C. (SEE PLAN)} 35 : WIDENING eri iS 7 4 rs (SEE PLAN) zg I) Ye ” . 4” THICK COREOM: DEPTH GRAVEL CEMENT ‘CONC. . Lu 2” COMPACTED oD VERT DEPTH CL. "B” ASPHALT CONCRETE. CURB & GUTTER _ 4” COMP. DEPTH: ATB T COMPACT APPROVED SUBGRADE TO 95% (3 FH | coMPACT A ; 3\_ ASPHALT RAMP. S| ie \I0// NO SCALE z= | 8 A . (BNTYPICAL ROADWAY SECTION . , | t \9|6/ NE 36th ST NO SCALE - PROPOSED GRADE Ty f ~ fe ¥ & FE 8” MIN THICKNESS OF a sl oo 4"~2" SPALLS s S| Kh PROPOSED . 6 FILTER FABRIC = me AX) l 1” MINUS WASHED ROCK a e gore PAY LIMITS 6” PERF EXCAVATION ONLY PIPE a ao anit z NOTE: 73 ” 1. WSDOT/APWA 9—03.12(4). g CALL 48 HOURS es (1) ROCKERY DETAIL, CUT SECTION 1800.424.5555° Le emt x \2|3/ NO SCALE 55 ~ BOTHELL,WASHINGTON ‘98011 (425)775-4561 * (206)362-4244 * FAX(206)362-3819 SURVEYING ENGINERRING PLANNING MANAGEMENT ; Urania: wn ie to Bases JOB NO.: 97-8008 2 Lik Ho-/44¢ oct 20 2003 JO B NO : PL O T SC A L E : PL O T DA T E : SURFACE WATER DRAINAGE NOTES & SPECIFICATIONS URS, A 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. | a STANDARD 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1994 ST) SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY ay W.S.D.0.T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), A THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE i ah te ears a THE APPROVED PLANS WHICH ARE ON FILE IN THE CITY OF RENTON D BOT IRE: Wer TTER PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS Swans On SURFACE APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLI WATER UTILITY. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. Y CITY OF RENTON 5. DATUM SHALL BE NAVD88 UNLESS OTHERWISE APPROVED B DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 1OR TO CLEARING . ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PR ° AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY patter UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE ER PASSED. IN OPERATION PRIOR 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND TO OR IN conaivonon WITH ALL CONSTRUCTION ACTIVITY UNLESS Me APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, SURFACE WATE . SEED MIXTURE,. OTHER . GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS 5 THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL oe Sone woke LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMEN . SURFACE WATER UTILITY. PREPARED . ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY , FOUNDATION IN ACCORDANCE WITH SECTION 7—02.3(1) OF THE SR ICHON or Is WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE C SAS OF AE SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR oe pep FOUNDATION MATERIAL AS WELL AS PLACEMENT AND ES ea Cee PIPE BEDDING MATERIAL. TO UNIFORM GRADE SO THAT THE ENTIRE L A Oe ErDGaIC WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. i eee SHALL BE APWA CLASS "C”, WITH THE EXCEPTION OF PVC Hae np SeeUCTURAL BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMEN DA Na CHALE EE FILL AND 90% OTHERWISE PER ASTM D-1557—70. PEA GRAVEL 6” OVER AND UNDER P.V.C. PIPE. ) R ALL DRAINAGE FACILITIES 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FO ° SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. T OF THE SPRING LINE OF ANY _ STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEE " STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. C RIGHT-OF-WAY WILL NOT BE... 13. OPEN CUT ROAD CROSSING THROUGH EXISTING PUBLI ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF PLANNING /BUILDING/PUBLIC WORKS. WHERE REQUIRED, SHALL BE . CK FOR EROSION PROTECTION OF ROADSIDE DITCHES, 14 Re SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT ANG |MUST MEE FOLLOWING SPECIFICATIONS: 4” — 8”/40% — 70% PASSING; 2 %, 40% PASSING; AND 2” ROCK/10% — 20% PASSING. NG DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE "°. STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE ee eee SERVICES, PLAN REVIEWER OR SURFACE WATER UTILITY. AN see cata WILL BE DIMENSIONED CERTIFIED AS—BUILT DRAWING OF THIS DRAINAGE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY oe amnity NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND oar or CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, STONING: Aub RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUN MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. “ADEQUATE SAFEGUARD, J, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 17 SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO, PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVER THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL | PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF, PUBLIC WORKS. ALL SECTIONS OF W.SD.O.T. STANDARD SPECIFICATIONS 1-07-23, SHALL APPLY. 48. SPECIAL DRAINAGE MEASURERS WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). PIPE SPECIFICATIONS PIPE MATERIAL, JOINTS AND PROTECTIVE TREATMENT SHALL BE IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATIONS SECTION 9.05 AS MODIFIED BY THE COUNTY GENERAL SPECIAL PROVISIONS AND AASHTO AND ASTM TREATMENT AS NOTED BELOW. NOTE: THE PIPE MATERIALS AND SPECIFICATIONS INCLUDED IN THIS SECTION ARE FOR CONVEYANCE SYSTEMS INSTALLED PER ENGINEERING PLANS REQUIRED FOR KING COUNTY PERMITS/APPROVALS. OTHER PIPE MATERIALS AND SPECIFICATIONS ARE NOT EXCLUDED FOR USE BY PRIVATE PROPERTY OWNERS FOR DRAINAGE SYSTEMS THEY CONSTRUCT AND MAINTAIN WHEN SUCH SYSTEMS ARE NOT REQUIRED BY OR GRANTED TO KING COUNTY. MATERIALS ALLOWED FOR STORM PIPE SYSTEMS LABELED AS “SD”: eo 2 x e e e e e @ @ @ @ e @ PLAIN CONCRETE (12” DIAMETER ONLY, AND ONLY AS DRIVEWAY CULVERT) DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) REINFORCED CONCRETE PIPE GALVANIZED CORRUGATED IRON OR STEEL PIPE, TREATMENT 1 THROUGH 6 GALVANIZED STEEL SPIRAL RIB PIPE, TREATMENT 1 THROUGH 6 CORRUGATED ALUMINUM PIPE ALUMINUM SPIRAL RIB PIPE ALUMINIZED TYPE 2 CORRUGATED STEEL (MEETS AASHTO TREATMENT M274 AND M56) CORRUGATED HIGH DENSITY POLYETHYLENE PIPE.(CPEP) — SMOOTH INTERIOR (SEE NOTE 1) CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPEP) — SINGLE WALL, FULLY CORRUGATED (SEE NOTE 2) POLYVINYL CHLORIDE (PVC) SEWER PIPE (SEE NOTE 3) HIGH DENSITY POLYETHYLENE PIPE (HDPP) (SEE NOTE 4) MATERIALS ALLOWED FOR STORM PIPE SYSTEMS LABELED AS "CP”: oe o e t @ @ @ PLAIN CONCRETE (12” DIAMETER ONLY, AND ONLY AS DRIVEWAY CULVERT) DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) REINFORCED CONCRETE PIPE ; CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPEP) — SMOOTH INTERIOR (SEE NOTE 1) POLYVINYL CHLORIDE (PVC) SEWER PIPE (SEE NOTE 3) HIGH DENSITY POLYETHYLENE PIPE (HDPP) (SEE NOTE 4) MATERIALS ALLOWED FOR STORM PIPE SYSTEMS LABELED AS "RCP”: ¢ REINFORCED CONCRETE PIPE DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) * REFER TO THE KING COUNTY ROAD STANDARDS FOR PIPE MATERIALS ALLOWED FOR STORM PIPE IN KING COUNTY ROAD RIGHT— OF-—WAY. NOTES: 1. CPEP — SMOOTH INTERIOR PIPE AND FITTINGS SHALL BE MANUFACTURED FROM HIGH DENSITY POLYETHYLENE RESIN WHICH SHALL MEET OR EXCEED THE REQUIREMENTS OF TYPE 111, CATEGORY 4 OR 5, GRADE P33 OR P34, CLASS C PER ASTM D1248. IN ADDITION, THE PIPE SHALL COMPLY WITH ALL MATERIAL AND STIFFNESS REQUIREMENTS OF AASHTO M294. 2. CPEP — SINGLE WALL, FULLY CORRUGATED ALLOWED ONLY FOR USE IN TEMPORARY STORM SEWER SYSTEMS, AS DOWNSPOUT/FOOTING/YARD DRAIN COLLECTORS ON PRIVATE PROPERTY (SMOOTH INTERIOR REQUIRED IN ROAD RIGHT—OF—WAY FOR DRAINAGE STUB-OUTS OR PERFORATED AS SUBGRADE DRAIN PER KCRS). PIPE AND FITTINGS SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF AASHTO M252 FOR 3” THROUGH 10” DIAMETER AND AASHTO M294 FOR 12” THROUGH 24” DIAMETER. 3. PVC PIPE MUST BE SDR 35 OR THICKER AND MEET THE REQUIREMENTS OF ASTM DR A M I N G NO ; NO T E S & DE T A I L S RO A D W A Y AN D DR A I N A G E ST A F F O R D CR E S T D3034 AND IS ALLOWED ONLY FOR USE IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS OR AS ALLOWED IN ROAD RIGHT-OF-WAY PER KCRS. 4, HDPP IS NORMALLY USED OUTSIDE OF KING COUNTY RIGHTS—OF— WAY SUCH AS ON STEEP SLOPE INSTALLATIONS. CONNECTIONS TO KING COUNTY ROAD DRAINAGE SYSTEMS ARE ALLOWED FOR PIPE DIAMETERS OF 12” OR GREATER. HDPP SHALL COMPLY WITH THE REQUIREMENTS OF TYPE lil C5P34 AS TABULATED IN ASTM D1248 AND HAVE THE PPI RECOMMENDED DESIGNATION OF PE3408 AND HAVE AN ASTM D3350 CELL CLASSIFICATION OF 345434C OR 345534C. THE PIPE SHALL HAVE A MANUFACTURER'S RECOMMENDED HYDROSTATIC DESIGN STRESS RATING OF 800 PSI BASED ON A MATERIAL WITH A 1600 PSI DESIGN BASIS DETERMINED IN ACCORDANCE WITH ASTM D2837—69. THE PIPE SHALL HAVE A SUGGESTED DESIGN WORKING PRESSURE OF 50 PSI AT 73.4 DEGREES F AND SDR OF 32.5. RE N T O N Pl a n n i n g / B u l l d i n g / P u b l i c Wo r k s De p t . CI T Y OF Gr e g g Zi m e r m a n P. E . , Ad m i n i s t r a t o r se} 1. MIN i 2.5' sh wv —_ a MIN cin MIN > a Ges Ga & rch om Ce LBRO cy 5 Dh RESON MIN|MINT MIN 2” CLASS Bf NRRERSIN , wo n t o n s wo 10 8 0 / 1 8 0 1 N/ A NORA ALAS FACE OF CURB OR aN RMA KR Kl of EDGE OF PAVEMENT ad "Oa. > <a 4d We . 2” CLASS ‘B’ #2” TO 6” —71 NBO ee ‘e IRR DK ROR ROMERO CENTER LINE OR OR IRN BSPSOO LANE LINE CLASS ‘B’ pen es CANS 6.5" MIN. 2” DEPTH OF _ GRIND OR SAWCUT AND REMOVE NOTE: (4\ TYPICAL PATCH DETAIL ‘N113 ny NO SCALE We WAN NN \ se CLASS ‘E’ OR ‘B’ * MINIMUM ACP CLASS ’E’ SHALL BE: PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS — 6” ACP CLASS ’E’ OR ‘B’ RESIDENTIAL ACCESS STREETS — 2” ACP CLASS ’E’ OR ’B’ UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR DETERMINING PAVEMENT THICKNESS. 6” CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL DA T E | AP P R | ‘r e m : OR AS REQUIRED BY ENGINEER BY Fee 0 3 20m [CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 ocT 20 2000 {GROUP FOUR, Inc. 16030 JUANITA~WOODINVILLE WAY NE Ra BOTHELL,WASHINGTON 98011 (425)775-4581 * (206)362-4244 + FAX(206)362~3819 RE V I S I O N SURVEYING ENGINEERING PLANNING MANAGEMENT UPDATER! WAR 16 1999 14129126 FILENWE! J1\97-BOOR\DIVISION BASCESANEXVS> JOB NO. 97-8008 LLA-Do-/¢4 NO . 0B NO : PL O T DA T E : Ne t i x —— . MATCH FINAL GRADE FRAMES, GRATES & ROUND 0 2-0" SQ. , Dae ——UPPER BAND SOLID, LOCKING COVERS |. - FINISH G ' STD. GALV. : “4 MARKED "DRAIN” 2 ol Pg a ic aad 3/4” DIA, SMaoTH 3/4” DIA. BAR STL. STEPS _s cor mi = —— ee ROUND BARS EQUMLLY _, y CRCNE TENTIAL H=is' & LADDER Gieree te k Ball a cs SPACED (4” 0.C. MAX.) 5 =y : na . nee nn, eee 2 K i vw y . , <a TOP S88:66= '207. 96 (#®) FINISH 17" PLATE LIFT GATE ROD = O.F. SOF 205.79.(AB): 10” CONC. CAST IRON LOCKING ” 1 (AB). GRADE . ‘ yy RING & COVER . yee —< , « — A, . -—— 6” RISER 4 3/4" BAR \—18” RISER ‘ f-——6” RISER EMR 8 ~ e — iz Q|_ NOTCH WEIR (SEE DETAIL) J < het ata N | ee 3/4” DIA. SMOOTH ROUND Ve: noren w oe Perl , : 5] ELEV. SS85 20H Se (M8). | ‘ 6” WYE 6” PIPE BARS EQUALLY SPACED ; Ps. meme < > sen OAS ‘ 32° PER & PIPE suprosis}._2"" F ey wn jex —— vs | 3”x0.90 GA. BOLT OR ; 35 [ol % [ IMBED 2” IN WALL AT g 5] ; a CAP AS REQUIRED CAP AS REQUIRED -PLAN_ { Ly 5° _ MAX. 3’ SPACING, MIN. 7 tf mn 28 © . rc a DRILL HOLES oe sero (Ab) Cerys 4 Al-~4 2 ® c , : e QN)> ts PAVED AREAS UNPAVED AREAS idea Nee |. & FOR LOCK 7 INV. 199.569 ()~ |_| 1 <|$5 5 : , 72" | 86" LOWER BAND” et rows WATERTIGHT SHEAR f. 24 a= » i = /1.\ STORM CLEANOUT DETAIL 4 ENTRY CAGE DETAIL GATE ASSY. PER —1~ ny 2.70’ WATER o £& NO SCALE 4~-9/16" HOLES WSDOT/APWA STD. f* -- QUALITY n \6|6/ H EQUALLY SPACED PLAN B-3 aa m ano —— = io ; 18” RISER PIPE “7 ELEV.= 196.8876 (AB) " . DETENTION mA re ; - oe ,? i VAULT ; RESTRICTOR PLATE —T 4 — AW ELEV.= 196.3626 (AB) 1'-8” MIN. EXIST x A a A 7™\ W/ ORIFICE=2-1/8"¢ Z ag ee ERNE EE PAVEMENT — T. 0.C. (SHARP EDGE, 2 NS} |7] Ye” SEDIMENT " H LOWER BAND— L NNER. DIA. = = mor RIED) fis te ee a4, } | STORAGE CEMENT * yu: . STANDARD 54”¢ 45 /_-concrete— 49 "Hs | _ ELEVATION /, | TYPE 2 BASE SECTION a2 - f : f . 2 tal . rae vores. | | (5 FLOW RESTRICTOR DETAIL OS # 3/16" WIDE BEAD, 1. ALL STEEL IN PLATES, BARS, AND BANDS ; t Ye) N.T.S. r #2 1/8” HIGH, TYP. PLAN SHALL CONFORM TO THE REQUIREMENTS : \ Zz 24 » " LiJ zo 3/4 & ” 2. DEBRIS CAGE SHALL BE HOT—DIP GALVANIZED 1. : ra 2. tN etaie, z g Bice . IN ACCORDANCE WITH ASTM A123 (AASHTO Lust. ¢ NN , a \ e /x Om $s OR TACK me = a —-|}-3/8" M111). ~ STL. STEPS NON St 214 STING | = 214 af ba de® ZAVZZ, . & LADDER a al ; @ (2. GALVANIZED te a 12 5/8” (4\ DEBRIS CAGE DETAIL . 7S STANDARD 54s GRABS ‘ BS maces Mi Bie | a mane PLAN DETAIL TYPE 2 BASE afm fs PA ts 212 eG 101/2” 3 alate L gi/2" —4" LIVE STORAGE VOLUME REQ’D: 41,792 C.F. VARIES eT . NOTES: LIVE STORAGE VOLUME PROV'D: 42,180 C.F. ue 24° INSPECTION PORT 1. CASTING SHALL BE GRAY IRON, ASTM A48, AASHTO y WATER QUALITY VOLUME REQ'D: 14,813 C.F. aaa 210 M 105, CLASS 30. _8 = 5* OUT WATER QUALITY VOLUME PROV'’D: 14,985 C.F. e 3 » & 1 ie 2. COVER AND SEAT SHALL BE MACHINED FOR PERFECT ft - fd | CONTACT AROUND CIRCUMFERENCE AND FULL WIDTH OF Te 3 TO CB 2 FLOW RESTRICTOR eS 7 | _ BEARING SURFACE. it bs SEE PLAN DETAIL “wey ZO 9G aie i 3. APPROXIMATE WEIGHTS, STANDARD. 91/2" alo (ABOVE RIGHT) . INSIDE TOP OF VAULT= 29866 < ul CASE 60 LBS. p-t----- ~-f--3— TYPE 2-54" ¥—H:Wil, SOF __| = | ee forAr «= 79 LBS SECTION. . p__ MH’ BASE 79 aT 4 {s : . wm a TOP_BAFFLE _| 4. PAVEMENT SHALL BE ASPHALT CONCRETE OR APPROVED SUBSTITUTE. 7 i g ie S06 OT" 206 5. CONCRETE SHALL BE CLASS 4000. geal | + at 1 ae Z LA H~-E——-——INSIDE_ DIMENSION . 36” ACCESS RISER (NOT INCLUDINGIINTERIOR WALLS) n ol (2 MON. & CASE DETAIL W/STD. GALV. STEPS 36"x36"NOTCH|| SZ & 204 204 BIG NO SCALE . OR LADDER (TYP.) INV. 199.50. 3 HE H i j ‘ i 215) : , was k insPeCTION Riaz I : Te € CURB PORT e we 202 202 ao; " (A B''o 1.6" PVC a4 | 6 Ey, w||o ~n ne nontel = = 36"x36" Ry | att ke inv, Bz E NOTCH a| 5 EXPANSION JOINT lS 37’ | = 200 INV. 199.50 200 | aS le We peor = —Ht ! cl oY ET : IN FROM CB : s a2h Oo. i ae of 4 4” =a | a 1° 682715" Pts 198 . —j 198 ; .: a i 5 6 1/2" re) | s . IN FROM INLET 3 | MY : : 2q [AB. 2 | NOTES: , 3 INSIWE BOTTOM df vauLT= 196.34 : a . L-CEMENT CONCRETE 1. THIS IS NOT A STRUCTURAL PLAN. IT IS INTENDED FOR DIMENSIONS AND ELEVATIONS 196 196 Ie 18 SIDEWALK PURPOSES ONLY. INSIDE DIMENSIONS TO BE INCREASED TO ACCOUNT FOR INTERIOR. | S| z WALLS. SEE STRUCTURAL PLANS FOR VAULT DESIGN. STRUCTURAL PLANS 33 8 ol o *NOTE: TOP OF LIP- AT DRIVEWAYS. DESIGNED & STAMPED BY A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER. (A )DETENTION VAULT SECTION aa 5 ci . . ” sins ? ” = > of f ad NOTES: 2. ALL METAL PARTS: CORROSION RESISTANT. STEEL PARTS GALVANIZED & ASPHALT SCALE: 1 = 20(H) V = 2) oc 2.0 2009 a 1. FOR INTEGRAL POUR CONSTRUCTION, 1/4° Boge ae COATED (TREATMENT 1 OR BETTER). bs MAY REPLACE EXPANSION JOINT AT INTERFA : ‘ i THE CURB AND ADJACENT SIDEWALK. Br mmm ee woes Ba 8 PROVIDE WATERS STOP” AT™ IN PLACE CONSTRUCTION JOINTS. PRECAST CALL 48 HOURS : GROUP F OUR, Inc. [ CEMENT CONCRETE = = VAULTS} SHALL HAVE APPROVED RUBBER GASKET SYSTEM. BEFORE YOU DIG 7 16030 JUANITA~ WOODINVILLE WAY NE 7 : : . e wT OTHELL, WASHINGTON 98011 (3 VERTICAL CURB & GUTTER DETAIL ote DETENTION VAULT PLAN VIEW 1-800-424-5555 (425)775-4581 * (206)362-4244 * FAX(206)962-3819 z A) NO’ SCALE Or re cremate 2 nah. ¥ . ee eRe te ene SCALES | » = 20’ SURVEYING ENGINEERING PLANNING MANAGEMENT i i Pa} | Gntce ait ny tae ae JOB NO.: 97-8008 ie LLB NO} 12LOL JO B NO : PL O T DA T E : RE F : 1 ¥ t in | \ Yu. f A WY Y A ON OY MY an ae bY \ * , Ag. \ rv \ NEN en Oe vy np v4 AV E NE ) ae | “s a l 24 0 5 LI M i SE1/4 EXIST. ql ff by f if L—— <n66 OF LAWN = P / | | B=205.25 y H 1, 219 S a <=: g ; i N i 4=206.19 / ast ELEPHONE foER STA.39+45, 3'LT “INSTALL “ROADWAY NARROWS”. SIGN SEC. 32 ,TWP.24 N.,RGE.5 E. ,W.M. * 12 / 9 8 “4 5 "4 4 1” = 40° 4 | ‘ CONTOUR INTERVAL = 2° ow * 40. 80 ANS an STA. 91480;8.5'RT STA. 94+95.73;8.5'RT [ lo, ys SR OO TIOTH AVE NEJE mare uf? f BEGIN DOUBLE YELLOW END DOUBLE YELLOW L | o > at STA. 40+00.00 ( . NED= > € STRIPE- € STRIPE y | —~ z= Aa y } STA. 91+58.35 (N.E. 36th ST.) : . . / Se | ro} |: | REMOVE EX."ROADWAY | LP —~ =“ aH i 3S FY ry C8 TYPES NARROWS” SIGN — s+ ted 1 STA. 39+20; 14;RT TO 39+90, 8'RT OB TET aoe a“ 3 ' TYPE 2YY RPM (REFLECTORIZED) 47’ TOP 217.55 IE 217.37 12" ADS E&W ; © i g 4 0.C- ME 215.56 12" ADS NW 3 \ Ss . RY 8 . ME 245.53 12” ADS E EX C8 TYPE? = a x BS R B® s PIN, 47 TOP = 221,97 LAY yg Vou iy S 8 £ ¢ Fi 4, #3 7, <4 fe ee N a \ \ \ 1 \ iy ‘ \ ‘ \ \ . { ‘ / f ( é / “ (S3 ine a 3’ HGH CONCRETE Me 56; “ ar} ra \ \ * \ \ \ \ \ \ \ \ \ \ | \ \ \ Ny S| GARAGE 7 a van aed RE Z ' STREET (FOREST A we) iy < YUN ABS SAA AN AN AAAS AO A AQ OONTTTETE Tr EM PIC MAE ud . TOP = 264 as zw KAY ‘BA \ YVAN NSBR NOON NS ot DRUE NN ") (6) LXST. z oe aan Yaa at * a ma : \ wt “ “Awe Sey x - ~ ate “+ S cant MY vy | LL (BB 3 \ \ \ \ \ \ \ \. \, AA \ \ ~ SN gS 7 a, f ‘ NSO SN NN YAY oi Ce x ym NON YN A NN YX YN OXY \ oe ee \ NON OY SNS ‘\\ \ VAN YN *% \ c Pa NNN KY \ , "ea ‘ aN ; es ~~ Loe ys VN ft = ; ae ; S oc 8 . \ 4% \ \ \ \ \ a! = ina . 2 iS) + Vy \ Vi 8 ir zy) 28 es Ss a & x a ee it EX SSMpd b. ~% as 2-4°SOLID_ YELLOW Oe tek we PP LZ ge cs LINES (REFLECTORIZED Oo S 35 > 2: rig 3¢ EW. END=198.04 OM Ss c EE ys 2N | EF aA Ns a \v i 3 . : \ . NL ‘\ INTERSECTION : — ) STA. 41+61.40 (110th AVE NE)= . / | Pia STA. 15+38.87 (NE 35TH ST) / é ca ; 2 | lt - / / // / Ai >: Y rfl y, A y 35 Vy pf free Vo . Y - ore ii ce \ \ \ \ 8 \ ~ 4 _ ; i \ an aan ‘ ‘Ny \ boda PRY Y AAS vie T \ 7 =a \N\\ b \ \ \ \ Ny ‘ \ MAAK re iN 7 . \\ \ WAAAN \ \ ‘ \ ‘ YANN | \ it \ i EX, 12” RCP V\\N\G V\NM Ye ee dad NHS \ \ ME = 665 SAA A mw AM A \ ‘AS SAN \ es \ Y \ \ \ \ \ x \ \ \ \ \ \ \ \ EAN ON ABA aseare tee bh SQA a: “ Se BB Be NN [/ i Why 7 a WN & / | NO OAV Ne IRS em \ F = \ tal 35 | \ a AB WV AN OKT [A 4 Z \ fi a : \ gp? P . INTERSECTION eee z \ STA. 44477.64 (110th AVE NE)= j mew 2 \ SRA. BOERO00 (NE pari PL) by ie [4 = 45+ fi 5 4 EMST. HYDRANT ~ a i . 4, T. ! { f\ pc = gt i} E AAT FY dN eR sisi Ra TT RRR OTTO ee OCT 9 1) 2000 : MATCHLINE - SEE SHEET 16 NAGE SCHEDUL ‘es —s : Y GROUP--FQUR, Inex::4 PLAN MUTCD SIGN TYPE QTY. 4 wy ee ae CODE| CODE z CALL 48 HOURS | a) ff 16030 JUANITA-WOODINVILLE WAY NE4 1 SNS STREET NAME SIGN dS BOTHELL, WASHINGTON 98011 7 2 Ri-1 STOP_SIGN 3 BEFORE YOU DIG (425)775-4581 * (206)362-4244 * Fax(206)362-3819 . 1-800-424-5555 SURVEYING: ENGINEERING ~~ *" PLANNING *"’ ° MANAGEMENT. - # S tenatenr Waa fe to tearae ee COMED JOR NO. 97-8008 sy LLR - 00—(4-4- —LLA-00-/ 44 St . Sb — _ - — aa Se n s < «3 Jo y o n s r u y u p y “7 4 up U s U N U Z B6 o 9 yo u n | Ud d ¥ | Bl v d | Aa _ NO I S I A 3 Y ‘O N . yd o g SO M di G n g / b u i p i i n g / O u j u u d i d OD 5 a e Z@ ‘ A d 1 S 3 y u d d Y O s s V I S dt i e i i i n e s : o o n N O L N 3 Y is = a n 1 d 3 O W N O I S 7 N O L V Z I T N N V H 4 O A L D | an e _ - an s Pa c a co a 3 3 oO 2 ON ry co 8 1 o U r z i 8 & . = | 3 3 3 : : m i g a e * 2 - ¢ Da a BI S ae oe e i i t i . i m a s k s N e © 8 5 : 4 ! u g R m a g e g e d A , S e a . S 8 8 8 ™ As PS 3 O s § 8 g 8 < 3 M s . i O o - 2 = a ae be ~ Se 3% - i “ ) . e e l 3 a t 5 e n i 3 K oO } is ha d en ee od ¥ | ra N ed ie , ia ) ~ i] SI : Bs a S : 4 : : i a | 1. 1 a Oo B B. # . 4 O : " : e . H TS 5 5 3 x ly . ¥ \ ‘ e y f . Pe } ‘ a @. : : # . —- = |: ‘ . H t 9 Pa y 4 h y J j + | | > = CE re e : + i we . + 1 2 RE P C A N E Fe 5 Lt A ai e : i e od Af ve ) - z wa e re r = ~ _ - si d a n —# ° — i 3 N W d H O L L t ~ — 1 - _ - = x RA I UR A L OR ee s be Py N ~ ~ 7 “ . ¢ “N “N SS a “F a : x t e V P s T S O N f e . | we ae we e oD + \ be d | - f + ? x ts e Y e ) 1 | eo | N % eo p a l é s ) = j . . = ; N : | = nr N ne ] ° \“ AI M S i \ ~ ~ \ ad ~ - 17 (@ ) ca n e Me H “A L Se “P N , wo o —— ee n La n i f y t h o o d a e e o i . O y o o n —~ N “A L SL ~ a Sa l e n ee an g io l uo Ti f a ~~ ’ S~ i Pe ee ; “f r e we e “ 7 Lo r “y = ~e ! SS Se Se el e Oe 7 y 47 we t % / T e | 7S | ~ ~ ~ e o Of a* f s ] ~ S ? i a W N e e n n n O Y , i a : ee aa nn - 1 ~ ™~ a fh ar e ae s a Sw e . o ly A Si e m eo ” a / j Qe ee ge x4 , | N e v e s O I No e 4 / i aa ~~ \V AS et ~ 7 Se - i j~ ~ ~ - = = Or — S S 9 — I ] w > < ES DO N 2° SS I S NL sh : ~ ‘ na S a (> ) “A \e IN C B X S A v h R e S h ® P o - . _ _ o } 1 s a i a \ + ~~ & 7 : XY “I N / / I si x . oO es er e \G ~ ~ J ee t - a 7 a n _ ee ~ | R e Ty o e T T S t y » \ 3 p T a n , in k : a P Y oF ty oO N Le ~~ Tp " I in e SA er at § ‘ wi l t | i i a ee es Oe ee , ia i n — et v7 __ . ~~ Se e n “N J ye an t AW ! f 1 aN ae we he n "7 ot ia “Y S OT N ~~ 1 f / ! { a it i re e en Te Pe e me ee — ~~ RS , ~ a ae ~ ~ at Ss ~~ “S y je s | ! ? \ i i s PO ae 7° a Sr a ON v- , ! / / oY | NK oe sy | Ss e -b - 2 - as = _— te XQ SO N \ 1 oe ON G A { F ( Le me {L E a> SS yh Fi Vf AN i at SN ae ) se / / Ne e \ ~~ SK * “ / \! — U N o e i “ e e | P S O N R F S Y 2 < ‘ 3 _ MG — as ee e ne e Qs . CN As / y A / co m a n d 7 J i => we p an om ~= ay ~ oe ~ « £ 4 , 0 4 2 0 N P — S e e O T T / v za TS S TS S Q <x ie sm S u -z Se e Ni n 2 / 2 2 2 1 8 & — ++ I R Qi s r Oo & os f f El e Z l n w 20 0 @0 r ni s 1G Ub u d TN O 10 1 d '2 L v O 10 d re re a r s NI S S O A D = 2 : A ig n “t h e ee Px } ee e . ° F ej 1 i es [~ * ~ z= HE S ca l = By PA ol e r a ih e om e ~ 8] ES - AS & s —- - 2 ! i ma a te e d | gl | Se b e S| " : : oP : ig : aa o 2 a . ep e e = 8 i. | a Oi ee a] ae of Se e & = | ei DR . “E E E <8 ] wf oh o o\ AN ° ee We 4 ¢ “e f o \ ” an e s ry { | ; ey = “I e € [| 3B , a 7 ea t 21 0 “dy 1 1 ms : =~ “u w ti H at t s ; CG > i So : 6g ot 2 £1 6 Af } T bY by 7 H on eR ey 1 5 27 o 2 ue = ° ‘ 2K . fo l BT S ' : | = = ; go Bh d 2 el e 18 re St ie ; I o 3 ui ; 2 ; A : } So 1 SB . a i ee ; = = 1 . ~~ 9 o | ; : ! ti j 8 i os im bo pe R - aa d Fe on | o Pe ) i w | ae d iM Pd | v | ' he d ;™ a” a D oS - V4 . \- - — — ~ ne e | ot i P i l e l — Ja i C< aN PA a i] o ~~ — | i a ay pe d j iB =) Ss ’ Se ? i a Up = : Nn “ i % 2: 1 & = Es LS ’ SE } = Bd a =< 8 9 - { { ie ! ne h ' wt SL T aa ° <8 FY E T oe 4, PE ] ! 3 ° Oo as : as t 9 iN AN ~ : 7 F S 4 ar d . 4 \ < ey 1 rs i Mi oc 38 Fe 1 > ~ Se ' i e ' «K S aN i 3) | i os e Lt se e r 20 1 ” ¢ 38 ar r . 49 Ky ' & Sp i t oi ! b : } . <8 <3 . 22 22 a we Jd be ie ds ss ”) a x 3 ai s BS fe GE 21 2 4 F dr a l o ox ig 1 ~ rm “S A V HL St l : — 2e 8 : 2 a ae ti g fe ] d Zi . ny | 8 N3 2 a 0 a ia ) a ¥ { ei eT Sa ; $ EV E ] ey Fy a& a oy ' Sy ae ae o Ca y Cg y i | mS 1 i gS ! q . 8 Tr , 3 oe : ea e a2 e r e e i s i s sy Bi s Si i or s 0 5 a e ds 5 1; 4 3) i 2 = ch a d 5 .* = < Je em he g g b = ot t i ! g Ze we g | : 2 S$ a a “S B T Fm mm a H 1 2 ig o % a 2 ii i ” 5 . ke x 3 Ie i i 8 ." te Ae Ff OE } 18 s = is . Pa ny a Q le 1S el ig ' EY ‘e e u m e n i s e n e e n e l i @ os 2 :} ° tt ] "l n wn } © Io ' } ! Ie rs St 3 z 3 i em tr ry ee ; 1 \ by Pa . : a; 8 8 se g " g % <h ” iE Gq ff } | i . i 8 bo ba 8e f= Pa : li ow ! fo i o t vh Yt fg | 3 Le CA a <M A ee n s ] S| ve t i id 29 2 fm ee 5 Fo r | O i 3 fd 2 oh 1 E Sa t Gi ea La o a 5 % é OB : 9 fe m Fe ) yo ef i ] rm 3 is FY <F , = a "S L 25 2 qu a e ag o r a eh N ‘ In In i a LY ‘ j ld - AN O S a . or a t e hn zo ha d sa l o ee s » oO "S a Py ) ry wi s 0 Rs ae Me ul i Bo Ud eo s OL a in fe bs ig oy ti s gi s = Ws 9 Ob s % is og 1 Pe ‘e l ~ id i, Wy : § Js 3 5 iz 6 5 PF SF ON ! x 2 6 7 o7 ) sh e n ) 4 e F oC F eg o 4 “ ob — Bg = S| “a t o p ss Be | oT ee s ed Fa h Le KR Sy i | |- - - - - - - «- — - - o 3 ff | BP LR Sm OS a a 3 ot a . | r a Ke y Me = 3 ee e as : s 1D “ S| Le ay ’ i = ie te e > | ” AM % * 5 { a) | t : Fs § i ic ma g Br gx a8 . ri ! 1 m a he j ___ BF 2L 0 1 yo ¢ . i 3 : an 1 i a J i ia 4 a & : P ig ? ® a HL S O I T T “w a c o s0 N a oy i a em m a av 7 s a at i id Hi . ‘ - Re e Sy Te e Le e ee n s . Co Pi e oh q id ! : bd se 1 et Fs | ou t z rc a ee we Li w r i Bi v s o d u o o = NO . L N ea t tg ' e t 2 z . ee e 4 1 1 a SS ex a l t . . “ 3, eo n wt ~ ai f a YY OS ea m e s oe BA Y te e LI L OI ; 44 3 1 ee o~ ce ee rn a ae . fo s —_ “R O = - ee e + + ‘S r O S T “H e Er o s t yj 28 OS t t 7 $3 — of f 7 ie ad 7 r Ff ns wy S tT ig eg g Le e n ee n s 4 Ne g Wa n ” 4 — t bs , or l oe s —a Lg l zo If e ie Si g \ we 3 + qe " So f A 8 P IS a id is os Oi ‘ “| F : = “y e e gf ! = re = 2. °l U d * F Hi C3 Li g n on e H ix ai e : in e e i e i e n m e n m a n a e Te © - > dS ap e ad i n ™ Ga n ? su s e 3 ry i — or . oe = HH : Ne e 2 18 3 } a Z3 a; ql S i ’ * - R® © HH a By li l3 a > : PC ) 8 Zz t Be ) rc i LZ ba l fo x y , es Sz i 3 a li n c = ji < ot . |: So en ee O : gr - - - - - 4 we e n ar . a | r ’ ° ° NS c ‘i p s 3 By ea e : : 7 8% : li d |: po w e r | : iS ee *t ‘S s 3 2 4/ 3 . 5 | Dg et p pe p eh o Ro a w tr + 2 i 3 3 a le < 2 ¥ 2 al So Q— 3 a | > fi e CU 4 4 8 = “I N S 3g ° oO " sa OR T a a + NO N fe fo ) f Oa t ee c e n e e b fo o t 7 =i a we = ‘\ 2 e\ i p oe fe uJ Fr a n t i i& ig = | Ge al id Z , ! =! : Ho em a k i to = 3: ° iS @ if Mt g j ha d 2 5 Zs : 2B iE 13 5 se d © am 3 it 8 ic e d £- g 2 2 i ai 4 Rg ud hy sy Ys r om 1 = 2 = In N | = © 2 it & i Ly } oe i @ : i ; Se nd SN a, ox x 3 it ti e : co n s : A Re : pa d Sn DO T ee n E EE EE ee e a ip a ~ Ti e B= | as L_ s e m _ fe t e , : : cf u HI £ [a w ut Fe a nb cc - a fi -_ ca e 3 Et o n | [o o k en ay = ui |F Or dj if if if bs “ Le c e e wc (V p ) (@ ) > : : al oc e a d l a ia l ae Bu z z @ la d e 7 P i if i) “ om ) 1 ! Ey oT , a / i © a a ye gj b- - - co a - - ~ “W y Su s wi h 1. ee Es NN a . & Bs : 1 oe a a ne ee ee HS IO aC 3 5 S ah Sr e e zg © sv e t e 3 eS ) 3 2 \f o h of Fe ae TO eS ee is - . We Sr dy mm + » AO ) 2£ © \ IO ) w od “a sa l l e on 4 Nt ee e H wa r e y Bi NS OD us s a m s v e w ou a t o w e __ | 1; w : : = wl SS is ) th ky ew e s [a s po r e s F ra g ] ae s * Z je t fF pe l B es © Gg g iy . ee en en i) ca y 23 q th _ . =® = ® es . ii f tO ee ee io e p) f n _4 H 3 NN ¢ s = = uy Po o l 1 ly pe e r 1 4 Nu “4 Th s P| +N 3. S © ; CG E O fo r ] = Lo ! i [a o r gs Bo : e 1 AS S & a : a = = in j t me e e | ar >= an e es . e a fe e d wo : pr s so m m e s | o iH ‘\ S > S : =z 3 re b (z e 2 ) fo e s ot h ec g Ax i s Ta . 4 fo oY . & aS g : - 2 <x é ° 22 7 TE N G E PR Y 39 7 RB & 3 | | z Wo o g e Be g ] 2 b sd § 3 <£ io be y i NS S F ; or i io s a “e = & 4 co s ol a << w } y- 2© | =. i 2 . Ro s S$ & 3 g é z y a Y¥ 4 D d | wn 8@ ® ,o £ o Fe s f= ) s q j Oo | s \ 2 2 sa id KE & 1 #0 2 a9 | Op . : co co } * = ue = & is ] : . ol f 2 2 3 2 ~ w i o w ls 3 on a l * 9 3 3 > i 8 = Be g 2 ° “ « SN La n d Le Mt i on 2 © = iS | is = oz y 99 oo E me e e x 6S x 4 OF SE S E ; * id < i fi & : " 8 . SF mE ! ma u l : k eG al e AP S h pm s 33 SA V 42 0 0 so v N 3 S Q U A S V a' e iS ie oe ST H ... LH O U M I N , oy st ca o al g WO O ) gf po m tO on ca : ee e al g ma l | 19 SA V Y Od H O 9 LS TU A sr e e go a t e e 3 3d ZN er a t e j sc a 0 e Sr e 0 8 st a a t oe . Na d O _1 O N TA SO T ] 3s t "O u 0 TB es { H = ue ? an ae . . 22 , i i - 5 ie i i Ja | : e[ | ’ i : Ok | |, 3 = is i of ay bn d ae | wa l 1g 2 ! °9 | ay je m a By i | : | e os : 5 a EP ! : al ud ch e s 7) +s |e A 3 2 3 | gt S \ ‘o n l a & — Z% 18 , pe n s wi e 3 , ¢ 2 a a z I 7) oO QO 25 % & fe r 8 ® dk o x [3 . © 7 => i ~_ t 0 _ © Zz + ar y 3 la j o| Ez re TS =— sl pe a s e 4 © a 8 As FO E al DZ (h t e pa s e s cp r a= eJ A V _ A ja n ) bs ) an OF } . ld BS i S 1) BE 1 A. ko 3 ci Af Q . Q CC I E i ES ‘i l q La s s Q 3 © Cy ip = e 3 ~ . & 3% f Fi v e qe fa a FL oa o Wl x= 0 NY » a ; a ae 56 YW eo } Fa i lg ; # O ” O3 8 ] Zz Po c e e e u s id eS ) & O za Je 2 g ey ; i. Lu Po o f e zo a “— s yi pt e O° # Z de n Ra r a re ] Sc a n s 1 go . uj 4 me m g a” rf ~ = a | al ee NP Fy tg yo a n n . oS ) z Ey $6 z so z . $2 2 . i ee t ge r £r o z s ar t y) su i t 1 ca l l a j Co t a s F : , ny al Me rr e s ie $3 5 9 2 o8 t bc e ” (@ ) 22 2 3 'N “S A V NT O O N I N 2 iJ —- BR F = w @ fe om ) ce QO fe os " WT va r a 7 o an 3 yu } 90 i > e3 N Av _N I O O N T L _ . a on e ad a | el T= a > eC ee n s oe le a _ ” = 33 ee l ; ea e eo ) NG Sj 3 44 3 ea m ~ OQ 3° gs ol le s |s P o o |; of | Mm LL . ® Br a k e 4 od f <t Ss ) PP bw Bw an v 9} LL . | en e bn 2 ~ er BH & y ” - OT we Ta e ] i ca oO ‘ i yy : : { uJ = jO = 8 le 3 Or - 5 R Ws ¥ gD a ~~ I fz i . Ml e a fi af = Ss 2 aay Sa r a oe S oS i = so ] i = a: Se H4 0 "W A Oe oY ig s e r “| Es v OQ Fe g 4 af E5 7 a i Fp ) Oa t $ = 1 eS | 98 s py st ; er y EP O I F 3 ee S 3} ; | = 8 ee th . ~| oO ] O1 8 1 g 1 P= ga a ar a sO ml e i e e 2 a Li ? <. | 1) © s| R / S / S E Sp e l r= a ~ iy gy 0 or ee ; = |- - - h e y - - 4 = |L e g a l ak ra - . x : 3 FA & AE fp A 18 53 EB 2 Du a 8 8 ee A Fa ba t ) + ; : =3 fe os Pn Jo t oe |S ce l l ss ! ow ! uj 3 wi BS i ° cy ec 7M ; . = " 1 Ks fh = Me er = rN , E ve F | P it su e t el $8 2 , $3 3 . £8 ' 0 1 2 , oe =S > rd Pe r BT Pi oF Te oe t o s : at e se m tt Ss z x rs es J Ee ar a: y @) ! IL S ue -t a ee IB A W yo —~ S A N O L . ae we e ae SE R R E Fr Fi ; Bh i & NR B aa Se t t e hi t “3 7 6 ” i 5 L 4 f : wo : ‘ 8 wt e FO T N , eS 32 0 nO Ya u ga y a i PY . a = a » : Fr ; ) a ‘ t ae TR ia | Od +S 1 Ye h g x, = —— as 8 ' } = = 7 ‘e y . g® ae = = — j= = [— 1 SO F a Co ) “| g i 2 ‘ 1 { bd ! te t Ny * | AA AV IW RY j ¢ , a | me n e 99 6 0 9 bl L/ f £ WO O N I S WI 7 F x : 2c 2x 6 6 Le e 41 A ee sc a RS x © (e y ) x © Fs g oO 2 z + ba m an t ee n ee r ? Pa l oe ee [e e e aa r n e c c r e “y 7 v a x n n a y \1 eS ' sa e CH A N N E L CH A N G ! a “t o e | et ne I 7 uy ke = 2 i q — ma l ie a s . 7 er s wl ‘s s s e . S “ Fo n So n a t ai t _& Ht 20 1 A j =F SH S8 9 9 9 7 G 2 L i 4 , Oa L l i v i 7 ws a ~ 4 SE R I A “+ SS 2 3 0 9 "G i ja 7 7 ti AM HO N / S S O Y D | q 2 ; OR L I N 1 7 ‘ (0 ) Ss ) | wn SE B R I N G 10 > fo ) a sh e a dy Pa g Oo p = py it = Hi 47 9 8 2 2 2 0 az t u y s 7 a. << —— ee d 1 wo Se Cw ee 28 eo Eg MO Q V A W N 9, “f o e s > AE i 3 su e t it l o e s (e e s | oz o r is i su r ts _ rq ca r [P R E S TY 13 } ae . EA L WS ez 48 of Ji t fe a ) ! - Pe n s , 4 > og 77 3 . a He s fo r d s wo 2g N gf * L SA V i MO W hg — x Ss 3 to ) ' | 3) ce : SI ” le e t be we e s ee n J t es PY a Ce a a 40 BE V 3] | A et c i an ©. + £ &e yY ) ie FS wo o d ae 7” “T e "% oe e. F3 9 8 : f Ca eS rd va ky \ e Tt la d } N iv 1 io w wo ji s co m = = g + 3 oO lS HO E S| S la 3 : g G ro ) 2 |2 = EL j= WO Ba e r s Be e t kl ee Ts a) : y a Vie do m 3g aH [e a e iS 5 ee n an 7) i |! B i ey BA : e $8 9 3 fs ra = , a ! Fo n . N Y~ ch s h > FR R ] eF g Ss Ss Ov ! d s ¥ § / ®@ 35 [ P be n t o 4 ° Fg ak " Ta p e r ra n te e n f e s p o s | ON ea e SP | Os ti a l , mu ) a Da e La g e r eo ig 3 3 So i | ‘ Ss ". Hd ' S - HS Pe ‘ ta e qo ay ) \z -! ae c i pa we Lj 4 2 LJ ag oe PA E 2 ag i | a = = a “B o r . lo ° Be v kg Me l o u a | 2m __ _ [ sc e ! - ¥ iS . cs cs Se i t e ip BI R SE ee k AL L Y , = f{ & r a Ba ts wi <i So le n , Pe r t “a n h Bo u ts ? Lo se i o n > 2 -_ 2 re ) SR ne ee e ($ i re e r ) an g i¢ ~O ¥ : 3@ wi s . © < ve l ot Pe % 5 e & al ] AS og © = : ° § 3 1 ‘ ce EC E Ki ‘s a t i e d e t e n e d s me = ‘a l a lS is l e po m t- - - - - 1 i : ‘ wd ° —J | Bq 4. le S1 8 d : iB 8 i e ec o n | Se : = B Bl e oo t 5 12 9 | Te ra gy s g Ye . @ a : a _ rs ¢ w ay & o 5 A % Zz 5 7 ie [§ ] 1 og | gu aN » a“ So a z i is at | & a g6 z z is e fi e e 11 sg sv e n OF 0 2 Ga y (8 ) 2 $ = He ) Xv % P ; el s al s - uv e rz , ay i eS — 7, A lo co ! “0 8s er % Ie i ~s & - rR ar e ' b fe 7m He 8 sg Sp a |) 8 a3 SO M V N A Y Y A ; ; = = 20 1 ih e 3 a fa y iS ] a ie Si . a . 4 $F P 1 56 fe o ? or 0$ g a Fe I . + Sw “x SI P C ] og [T E we l ol 65 fy a] fi g s a] °* Is B a n s F 5 ir = = pe e r s . si t h , ! 'S U W 2° 7 S3 W Y e ey 9 ey wa l & ee Re ri d Bo o n i e = ; = 7 LE Y e uN NT x Os ) N — ai : a dy tT 8 aw og oF Ae ee : re ae : “i e = i ° rl s . =m is Sm : Fe d e le = F hi e } 2 a = fa d e ea l Ce a | f ip Ta l k s |) 8 [G e ] eg ) Ge a r s BF § 3 os 19 ee i is he A }e am o n Ln st : Bi l e 4 = OK s "| Sa a t ) BE R ES = ta e ap 23 ) | be pe b e l l BO Sr e e 3 >, a 6 29 0 it 0: A a a 4 tt : 3 a ee] Pa so p h ed a } |: ab e r at r s {| & 5 E i =I aI _ F . ° ee Po z i | Si e 1g - st Sp g q FO Le ar ) | vo m Nt La s Sn ; cr 5 i TT ) x SS E SE a fe Jo Ph a in e ) r : po r al l EZ Ja | i ie sa ‘ a is a z % a a i t pe ta H oi BE N oe oe ! (r e r Wy 8 La e | Ge es ee t Fs a Ei d e HL re Fa h o| | ie ] | oe z he ge a = \] so ih Po ya r : Ba e ot -f <T H Hi n e s el s | 2 a fe 3 a Oe — z< n Th o iy 6 > i BE B a Ba l i g a La z ro a FS ee ee s ek ee ES ge TS BA d id ae t | | sa e ~7 . | S= 2 wo r e LS ea , OF P| [S e g o k er a lo p ‘ CW sa d Fe a |[ s | Bo e ts ee = 3: *y 4 = 4 Gi t h : | fs = is i Ln os ao _ a ~ wy . ho z x ES P s ri s e a i Sh e . rf al a i gi v e n TU 3 Vy . ~ - 3 | i= Pe a l e ly ee By Ej l e k e k t “s a ua 1 be ro a ‘4 = = = TQ Gy te Se r a > 2} 9 de Bi s wo ts fa n t s ) a \ = {p a r e Or f 4 al xr a 4 of is ih DN ho r | s dn ey f a ze z ' Fe ik e 4 GE E R OF * te SO T O le d IS as a ar s va 3 ° LF gp mt co r r °2 |e om e Fa d o ] | ea ae SN 2 x Ha b e . Ar z a q a : - an a = Sr a : son a l ar e 3 8 - = ol va l : ha 5 f. - - 3 2 pr pe t FE PI s ; “i n a = Do ! ” a ne Ss i= = ; 3 (p i z Ea fe ey ie I: a 5 a {P Q be y OT =r ) Sr 1 9 3 Sa r d iz [a bi l ws 2 w - oe m em Ro e al i ai i ‘ 2a 3 43 = a eT Sh e d Me r sl me e ay Pe ey 4 oo n 82 Pa - x . * LA O ? , es Ed : cg = Bd =} pa r t e Z el bo g We ae ey e | [S S 8 ta l pe e s So ) |e oA 28 D : ea e wy Sm e e $0 a a 3 RB Ss r 0 y é| 8 Pe r e ‘3 yf Pe a Is x Se y al "© || Se b o d po hg é »¢ ES el fe l l s | [B e l | At -] Pa t h Da e A ey en o BS of OE fw iT S og "f 2 u 90 6 - 5 2 , 9 cal l iL s 9 ‘ % of ee 5 v |: S _ da d g Ca a n fr e i ee ee ic e Fa a s fe ad s > oT Ls . 8 RL a ke r e ° $ . ra | a Fa n 3 - BOARD OF COMMISSIONERS NW1/4 & NE 1/4 OF SE 1/4 SEC. 32 ,TWP.24 N.,RGE.5 E. ,W.M. SEWER PAMELA MARTIN VICTOR J. CARPINE RICHARD ANDERSON THOMAS PEADON PRESIDENT SECRETARY | MEMBER MANAGER SCALE: 1° = 1/2 MLE , GROUP FOUR,Inc. 16030 JUANITA~WOODINVILLE WAY NE BOTHELL,WASHINGTON 98011 (425)775-4581 * (206)362-4244 ° FAX(206)362~-3819 SURVEYING ENGINEERING _ PLANNING MANAGEMENT . @4 JOB NO, 97-8008 ‘SANITARY SEWER PLAN SHEET INDEX | 7 SHEET COVER SHEET 7 1 2 SANITARY SEWER PROFILES 3 SANITARY SEWER PROFILES 4 of 5 6 STANDARD SPECIFICATIONS STANDARD DETAILS APPROVED BY _ COAL CREEK UTILITY DISTRICT DATE _4/2¢/59 ora : OCT 24 2000 - OCT 192000 . SHT. 1 OF 6 47-4008 Cine’ svaternem esac | JOB NO. 99012.00 LLA- 00 -/ALL— 3 o 5 © s S| [o e ON i 29 Zz ee ] i= } OD i 22 YP VV = 1 WN _ fe g NS s & i } / y \ N SS Ba i R) mS Fe Te ea n ? *s , nf + = 6 pF KP E N 2p 1 $e ~~ ~ - - - : R B 2 ( yf \ — Eo TN a = Py ] 3 fF ET N g a e l W e s : /s ~ ST ig , oH \ , = Z° , & € | i | , BR E LE N ge Ge NN ¥ / at l 2 : ( 4 \ \ \ \ Or a ¥ ax a> 1 ™~ _ 7 / Be & a , y \ 3 1 | \. <2 8 | Ae ie oe / a a \ 1 \ ) ~— . s! /, Oe (o m ~~ ~ { “n N | g Oo = \ to = = | <a ’ eS ~ 8 y y & 8 p ¢@ ZN ad . <a Be . / ! 3] = 0 , y sh / \n _ n 22 8 '0 CW O om I- A , ~ 33 , = -~ \ / Qt s | al Ys \ “N Y z Qa \ \ \ \ / | ed + \ aN NY sa v7 - | — oc v8 \ | | a =| = Cg 2 ~~ ) 1a = \\ ) Or n s 95 a gq d s 5 2 e ge \ ss ry Lu ns 1 oy PE N I A I C ) a + . 28 a yy / =\ G i z u SE G BE . ee a al S Qs eo po o ha e bo s SE E . ! 95 4 O5 5 we | \ ol 7 oe PP ° ¢ , 2 ae 3 if ae ct y ag pf s er 60 0 s 4, eK 0 a 6 e N e S S me e RS i / h} in - o Og — L 1 / Z / / v = ed —_ om / / / 2 ae / ge oY # / i ho y yf oe | h \ 7F a = ra z 4, hi ~~ 5 o a i / a No p yf ¥ Ce LE R =) b | Ee go r Qy / it / / / i { { / Ra s L | g | ip } } fi i’ < / x ra Ul ” oc E / ao GH te / 1) /0 e uy 1 se “7 d av OZ ~ 1. “7 N H Z / +> J of | N i Sg t i 1G Sh i t Ji g 7s << LL . / yo 4 74 / ny e ma l i / so i Bo e e n t e t y 7 L < 7 / / RS | ! / 1O j s ‘u s / ee , 7 7 @D Sy ! J Jp ff fe ff < / 2» | ro rT ty Sf / v -# K f= | jy \ IB S R E A OT RS A OL ” ] q it Hy i a x t, 4 Af 7 [7 / 4 { \, i Up a | T 7 ~ NI L US T re yy { z 2 j 4 aL OT E EE oe s Ht ey e Zo e | 2 of t S 2 al e ti n oe Py Ta n a? tT UA T ! ” ab e 5 wz fe n as t e r s ) , he ‘A a ie be e 2 wo z 2 § 5» AL V A I d Sy ) Tg ! Pt Et BS S yo ve z , 2 @ SF — i j ; i vi N F 5a Se e i = as N / ii “ - / } t al S % ! rd pe n s be e Qe 2 ra J | df eg | g o gf e 8 2/ § oo f , no z : 7 _- + ; | ) ; i bn | SS S = La e l = E ee z a 2 < a z ~ « ie : T H T Be B e | S y 8 8 2 2 F 2g be Z \ . ¢ T uJ £ yo u yi O2 5 | BF we t s 8 2 2 Fe S |u y , ! ky | fo . aH \ | <5 29 S5 8 6 “7 < ao 6% E re a Vg ua ta g e S e gu s y 9 2 8 6h . | » W\ \ © TU yy y " 92 Ea s Z z c ~ Bo La g OW ee s 86 5a 5 3 5 & EB Ge , ma ii i at e 1Z P wg De e s 22 2 wf = \ * 3 + - i 5 IN 1 \ \ | Bl e w 25 2 q 45 20 9 8 =z ae ne e ab Po E PP “S t gp ES —_ — e s/ f | \\ ' \ G2 ye e % Je Be ts L Yn <~ a S e 7) x te F/ < \ a aS © 7G 35 6 o> 2 - Fo o uj e y 2 2 Ze OZ f= — 24 i, S e< oa t s ld 5S on ? er Oo = 1 52 nu e z 2° 08 «& ee 43 2 3x 0 9 4 SE 89 G3 “e z | = be | Ze n e8 2 0 4 8 5 . 5 4 as va a ia d ie eo B2 5 §g e S 2 be d o u e Wi & = yt d 7 / i ie = 8 zo e SB a < a et BH Se ac ? | ° “V S / a / AP E Ly ‘ y ° ! Ws 46 5 2 4 32 Ze vt D = | J Pi 71 d PI S S IN fl ee a | @ 2a 28 2 2 < zz 25 ws Oo * 7 fo m oe —_ . ad t y | ” {R R rl y 7 i 41 > NI B & fF 5’ Rs t <e : 4 / 2 ‘a i o w e l =] .: / 7 if | 7a 1 0 3 Ke Td i 7 fé ~ 52 1 Be e 4 na t aI LE A T a B CF x gh ee ee ay : F f / / fe a er mt r ER oa t 4 — - - 4 4 -5 - - - - + jo ] , 4 Ay po y | L- ~ £2 gt a Si g O oT fl Ih Z st pe e ee ee ee - uw Y fy g | i rc wa / r7 ; } le d se o wh e ch e e fo m le s , 2 ii Vo 4 yt / en UT Ld a fa a ] 4/ / fi z Z + + wi d va n e : > =| ” / 17 Vi f / / / / an | 7 . =) a oe Ip / “ / / -- - 7 1} LA Y vo 4 Zz | OF . 7 hs 4/ / { \ la q Ai W i / ¢ \ \ 4 Sh p » s os / “ ’ \ / / f Py wa e ~ 4 “o f |/ 4° H \ / { \ \ I; ; / WN ‘ : 0 ly \ 68 , ” \ of \ \ / : ae d 7 y Z | + > a. ‘| : p7 7 OV tH Y 7 N ) / ly / r ZI H 7 “ » | ! ie < 7 8 = 17 . yy / | NV Ta “- H - = / aN ea > 7 ; yo y Ly “i a a —_ He ? h / Gs ” cn =< 1 of e / / / ‘ “f f 0 ~ Wh y ss fy \ Vy |, e “™ a Pe a ~ ra l \\ f | 4 7 » ° : / ~w l y S ° a / \ | em “ fo ) v9 “ / -* At < La e |) PT A A VE R O U7 b 28 : J pt Py Of AW ) 7 )\ \ \ St e b e l | y ta y a) m? =) A / ] Z ee 1 Vf 7 7 / Qe eS . 7 ai t \ \ 4 / / / 7 @ ¥ i " \ / \ y | \ SS <2 / / a = / ii a \ y 1, ~ Ve l y i s o * | J ¢e “* © a | a po s . 48 / H ‘\ ¥ \ Wa g e u r e B ES I A. - 3 B& > ee j ~~ , ee is / - -/ / 7. 0 Or Te ; “s / ~ ” Ke / eg = . SE We Se y a é uy / i fa p eo = 38 3 ed n ; i ar f v " ; + my IS S Sa ge HO SB T \! ‘a / as nS a Be s TN AH - R E m 1 F 3 ri _ e- + V ys ly VY \/ f ar d AS © f& - ZS 5 tx , Hy we iH / yy , a \ ly | Af ve L \a | rl . Ho n s Ss *2 |v a a e =e \ AW S, ac k © $5 : © Se Hh fl oS vt ? a7 \s ! Bi n a = a H / | <j an / a - Lg a : HO R VT is RE E ~N Y ¥ g _ ee e hy 4 al t . ae iL ge l yf | a fu af se e a n l | : , —s My “y + ma - a~ ~ h 7 lL , ya a ~~ ae t = i Th 1 2 ae ge a1 ar a > 2s | me c ar yy el U 4 Fe e l A ) ( As al } 7 yt sf =< 8 an oo yi m 7 7 \ t Nv ro n ) 8 Z “b j hi / Ba e fr 7, a aa / WA N Re 3 ~% / 9¢ AT T =H =: ae a ee el le ’ / a NV ® B& B 2 B& B B | B ws 6 * 3 i fa m a a a re AN Aa c p r a i e t ; yt i el Tt / /y oF “~ 9 f Lo gt ? i “7 # , "i SN NO N OE UL AC A G EN , N\ A \ Ha w s 8 g <i 7 = a aL ’ (w T sh _ iy pl e s Et a“ yn a xf yi ! a \ \S S S 5 m~ A S NW AL G YY A L Y A A S N VA N ‘ / / ~ ob e — / “H y yy \ \ ae yn 4 a 7 \ \ NY Y A YY a ba ys SN A AR A N > | f / Ho y S\ a “7 a / BS “ a < \t i l s PY Y E L E N S\ V A N A A A N VA & — 1 / . / a & oo / 7 74 ” “ ~ \ ‘ VI R S S S AA R LR N AN A AA A S e } ‘ / | / 4 G NX a 7 wa A wi t uu ly ‘ VN LA N E Y LN = <I / f= Q 7 b ‘a ( y x Na f f aa Ed “ am ma ‘ IN SS S A VA N S ES S \ \ = g Z, 1 fy / ce gh i ¢ > Pt o c k e s p a i f e r t e o s a = NR A AN ji \ ' < | / / y {h / ; / ey y ae si an ea t K =e / A / if a ae ad Ut kg y F X\ 5 pa s 74 ee e wa e ra Ss / ¢ Ef Z / _ oe - 77 7 ? oo “W s / , ~ y 7 J yr / / a ey 7 iy “b y OY / vk ¥ | Vf yf ty / AL 4 te l / ee * & ‘ st ch p fe ye /~ j= J > ae in | 7 f [2 / - I re ) “0 S i yf a, / f vo el e / : x 8 § yy A / / / / 7 1 Di e al 4 ar s / 47 a pe l : af & vt / FA N en n i Ae ! al s | 7 i oe xX de b e ! EA al . = a Pt : + ar e n e a \ 4 — : ya a r +, : = § Le , / Tr y ) On g ae io s e TL 8 7 Ge O - I Ad a a ; vi s 1 / I 10 . 8 ‘ i V4 iW LO W S L ( L i n s "x 3 O 1 s5 a N y o o ) LO Ga v i t e of L o M / e d te e = oo t AS S 3 ~9 E - = 57 de a d r\ al o / ”) U / af a? we ' J 70 . 8 TT io MO T ¥ ; Bi o Ta g f n “N ae Ry e te e ee n al fo n oo a e1 2 3 = —— H t NV \ [G M P FL AR E E N mh ee e L Le e Gi a n HO W : Ry & ie s —y ar 97 7 Be 4 AH ‘ . fs . NE CH V LE S I O N ) AL T I U S WI E IN as 3 i: 29 9 1 E = iO |, a FS ! ) , L6 8 2 = Jt io CP YW E HY Mt 4 | F Ri l GO v 7 SO V 8b S5 8 I Ee / y PU S S 67 MN SO Y 2 GE G E HW \ [ MP I C EN L E L E HW SS U E SO L wa r e sf . ra 5 Fa j Ml s e e do l T Hd l BF Sl e e om oy ) =} Oe ; y¥ SU L GO Di e oi 2 | I OR I a] [a n } | Ee ¥ wy i 9 60 E = H “A if , “4 7 4 eo ] S 5 ! | MI T N AU O_ o A / wo n 5 i 4 Ps e aa 6 NW1/4 & NE 1/4 OF SE 1/4 SEC. 32 ,TWP.24 N.,RGE.5 E. ,W.M. n “EXISTING : : Ss: : : : : : ; t : : : : : : : £ [!5R00E : : EAE : : : : : : : : : : : : ‘ 24a 7 ; Rs) ~L: : : ae : : : : : : : : : : : ; Gauss O 0: 5 Paw ; PROPOSED : HID ceeleceeeeeeelen coleceeeleee GIR Ole eee eee lice ce cecelecsccesuslensusencapesssceseslelesesasatavercsestesesersees : : : ou 4s s SIS a: ; ae : 1102 «9 alt N: et ho alm ao Qa a 7 |o Io ale 2: Dries s+ cele is aire ase sue eos aay 8 a aie 6 Ye zie ty: pee m esc e nce rere nserceennvasane : : : : : =Z 2a OF nM . ae 50LF~8"Dt 109 ed * : : : : : RVI STA =-44+77.64- : ma rol be OjMin po S wa soa ae sm @ : SSMH- 3 ete c eee eee Sah wt a 8c ek nto endo oe date w sree et aceon cd ae BEM ELEV. ©, 4235.00, 2.0. e cc eee lec ee erect eee eee ee eteeneene enters ence eetee eee n ns FO OG. Bb cece tee de eee lace cece lecene rete lensteseesPececcccselesseeesesteseaeesentenenaeese! “SEE NE Spth ST : : : : : 75.00 VC RR: INV, Z13.88(IN)G- B"2\(S)VAB) pA <éz/ ; INV, §243.28(0UT} 1- 8°D1.NWXAB) : : : : : uf rie +208: SSMH CT oolootee beeleee ee eeggtign: 1-208: ns prnee gttteeseeatecesereceteeserenes paneees a eer Faas pene : ‘SEE NE Seth ST: IE 212.73: : : : : Sc : : ; : : : : : <2 . : . . : cM : : ‘ ; ; “ : ae © uve ai ows pie ae ofa, 01m 0: ow nile wie eis aie worn ee ore ove ore fn era aus aad) edi bie BWV Wiel FIG 6/5 OW 61 W 6m aw SH Bee ow wee BOW Bre Ow HS SS SR Se BS WTR Wile Wha 6) 66, BLOW 6S Be Sead Bhd Bad ond ocd exe Goerm: ond 8 SPP Sh Sr gs So OO Sn eae : : : : : ; ‘ sz SSMH 1- SSMH 3 : : : ‘ Se : : SCALE: 1"= 40’ THORIZ.) : : ; : : : 3 z\a85 be i eee ae Leeeeels Fs = tot: EES ><a | —— : : BW Sta L 43+26.34 : + A's HSS ; te : : PV ELEY = 221.02 2 Fup WR es : : : : : t : : 150:00' VC: : gat tu SISSY . e Ps ° ° : : . 7 . ou t[> HMw ad lane ie; exe, ane 60:8 615 1615 isi Bee ce ond ene ioe iw bial Be Wie Ba er ee ere eee bone sce woe fue due ce ora ore one 4:60 ore ge 8 Oleg Rh ecedesseceaes ATA. iss OT cnn n tween enn mecca ns scas ee eareeeecceessesseeseb das scccssccccraseresssssseenes aes ake MALE QM 4-2. GULFRO OU It pwee STUB... BL. ...... : : ; > Ae STB foe U4 . : > Lin dn / 3 é . . ON oN « . ‘ ! . + FAN / : . . : : | il Ps . « wmf g . : ey : . : . . . : : 5 a wrhse amas fe oo revel Sx ddl.4. 1 : : : CO ns si bee ema t OT Ne Te OS oe a es wn dace osaiman Lahaye nde hana : : SSMH_8B eoeroene « Cooma mene eve eresreseseneeseeseveserseveresiintesereseere 2 ry ° oe eveveved . Ce, ey 2 cee ae eeeeeesesseeee 232: : lee ‘ : 2 Os: a) A : : é QR : : as: Ors, : 0 ISSMH_ BA: Ri Dae 0 2Ab 228) i : 1° i : a4 ay : : : ‘ : : > |SSMH_7 , : IM 250-6629. 25 4s) : ‘SEE LEFT: INV. 235.380 -8" FEM n : Wee : ye RIM 245.7004 cenitQ INV; 234-80) IR-8" RC, 51489 7) ZT : 1% : : INV. 232.260N}8:~ 2" Pvc. E(IM)AB ISSMH_§ __INV. 234.1¢(0UFIOS-8" D1, NE (AB) ee Seats ve ak oe ee em on ey oeeeee reegeeessecee pee cesses geseseer “6 eee eee ee eesewresesearAcesseossceece INV: "232.1 @(OUF} I ‘3"DLSIN) (AB RIM 250.45-5 7 (AB) aye 2 As Efe" PVE WIM YAED ae I a add ‘ EN, wIwiwis ss UE 5 c : : :O 3 ~m | 0 3 : : : : HIN. 231.87-8" Pvc, M(OUTICAB) INV. 233.70(IN)Se - 8:1; sw (ABY - SCALE: 1°= ae oS : ar me ol 2S : : : LSSMH°7A : INV. 233.60( OUT) 48 -8"Dh,t(A : We 4° (VERT. =m : Oh © slo tt 1% @ : : : > SEE NE 33rd PL. nv, 232. OEE EO TAB) : iy : : ul : Bis Gojoe df Heb. a ee ee Do eneeeleseseeens So ievestustvsscusteveee, : Inv. 280.57-2" Dy, STINVAB) Se DOME cc lecceccerbeeeeeedeneeen che) meer ener ae ee re: oveevesleversesustecssseesslessssetsfeetieseslevnsestereeeesarernas! : —~ : he v > si 4 i ° : . : : . " : ; 288 : yt = I a ee ied BRET iHe) Ac; 5 (AB) : : 5 06 a : ; : ‘ : : : : ‘ EIS 8 EXISTING | : Bie <i x INV, 226 Pee - 8" VEE LIN)IAB) : ROTA. sie oxé i bw Oe eee nee Ei Gad Bb B8 @ cease eesesieeecesooes Efe ee “ wie Sig Be ie aie wi eel ee D : LIV. 226, SB BALE ALfOOT AB) eae Oe ys 6 He OE Oe ae ois Ha SH 8 eee ereeee Pretec recesses rssccne rete eeeee 964-- | -FIELD LOK... lee e eee e ees eeccee 2: 64 : Alt & é : : : : ‘ ; : : ‘ ’ : : : : : : : GASKETS” ON ; i : : : le Do : THIS RUN : es pars : (As ie), le 21211 os >: ‘o> - om 2 9: o: = re {112 1.00% =: : a9;00 nh > Ae © 0; blow: : 1 216 ee laccucecceresecevsrer > =. FES’ vc @ Creer rere ree eee eee ree sovereeesdecseeeeedee gh esse eence ae: sees + HD es eeee Sa Ried eps a os oe eee eceees G0: es iain Senin Z| 3: . : : : E ¢ : : : : a sf si as AN f ZId 5: : : aad . . . : 2 e . . . . . Do Slt Ni : : : : : : : : : ' : : = aD: . . . . . . . . . . oe tue : : : : : : |SSMH 4 ; ‘looun 5: : ; : 45 : t.. 46 ; : 47 32 ae : : : : tease > RIM. DIG AT SOAS) .....0.. ASSMB Se. cos eas axe om sa aes 3 oe a sa ten wAGewegewens wens Daw sm ew oe oes os ce me oy ea as Me eee sms wim am ma ww ae Ee on gees a) KS 4 bees eeeeeteeeees beebeeeees vee beeeeeeenetos - +} RIM EMTS 0 «(aap RIM 330; Ziad : . ; . 256; % as ty: gS : |NV. R OU LEA EDINV. ZIGIOIN)25-B"Pvc cas) oe < : > inv. ZI BOO rata INV. 0UuT) eg oe x42) aM (ag): : : ss - 3 $ < 7 : : : > INV. 21d. 29 - "VC, WLSIN AE: : ‘ ; : ‘ : ; m2) : : : [SSMH 3: Levase pene : 3 xen} ww aus vas wa Bee snare ad wis 8 som sum otc ¢ Fusna man disso ole m tem ben ns ys nih wot tar sad ol tao tes et mn d emans ket Sistas weal mem sme4a$.s tc anor -am fo cm yy on ye emanapannt dewew vend 2 DG cece fesreseeeeteceeseeeeteereeees 91 SSE" NE! 35th T°: aa yt winagattgee i or ry beseeeeeee Deeeeeeees beeeeeees sleceeeeees Leseeeeees Lessee eee poten freee " SNE OF 2 i te sued « S spRUBOSED Qtr pees seeeeae stags weerewe ag aren ara puriersesies geben nine Eee na oo ge treeusssgrarernees iia 248°: . : : : : : 7 : ~ GRADE ELEV. : 7 -GRADE ELEV. ‘ : 3 ° : : ‘ > TYR.) -(TYP.) : Dt : fies neem: & Bsn nie wn oie Legg Bie wen ad eve neyilagee 226 68 agg QY be we ep we gyBe ven es ts Tea he nena one los 3 oon vita sgdiecen ni ns Sa rhe ast ups bos op blll bape n nant sean ne pba ntnoucva Bod es vbwadlensnensaad oul on ad veeabeee ened unease eee | eee pd Ngo a is 405 ; OID a el : Ais Sp * : —— * he . ho wis, oat ba “ANE, . . . . . : ops i ap ae . . fs ss aR " : ; Ban we w 8 GO os crcrves nesses nent 2 Co”) sa eis ne ns ne Gast we AMUN os ae spate avin fee enen we bata sh ramsirasyaaan oexegmreretut gen crewed las oa wnsig rateas ney asGaaieae aE Rian 240: ; : 7 : IV. Zt. 14 ~<a" PVC CIM evtae) : : ; INV, 245.80-6" VC, SAB) ; : : : ; INV. 245.28-B".D.|. (O01, WXAB) oe | | Ath! AVENUE N.E:/109tH PLACE NE. : 109th PLACE NE. men bo ; : xs SCA = 40 HORIZ. : : : E : : : : : : SCALE: “yet 40° (HORIZ.) : : : : : : : ; ao Ts - CE: ra # "(eeRt) : : * . : : : : ‘ 4 ‘ : . 1"=: 4" ( ED: . * ° . . . . * ~t 00 ; : . ° ° ‘ cee eee hee eee eee mH HEHE HEE HES EES HER EHH EEE EEE EEE EES EES E HEE SHEESH E EHH HEHE REESE EH HERE EH EH EER HEHE EE EENE EOE O SEES EEE HH OEE EERE EEE EHEEH EH EEE H EEE EH ES SHEER EH HEE ee ee eee eee Ese erereeesesensestanesesecd of s bd Lice cee seelececeeesenees wa cemetig wadh em lmsmewamen ets : : : : : : t TEER ; ~ . . . : ; ; ‘ . . . . Hsctnensne Sew yn yast am asian eds tbs Rhee Sn Soave mosis madian isa mane sa diitled heh mn we sm moe oe : ; : ; th : : ae INV, 233.99. 8" 2.1. (1M, Se yn) : : : : : : : : : : : : : : “3 : : : 49° se ee eene B11, swag CALL 48 HOURS : : ; ; : : : ; : ; ; : : : : : | M PVE CN, secssssheeaeees BB crest acneossesfrramvnensd rene ncrutiyeedtr me apcleigte te albarie fanscoenractjeideatnal gids ateblignunfitstensaoaxtaminaceat : : : ) BEFORE YOU DIG Pe er er See SSMH_ 8 IV 232.48-8" C1. (OUT, NAB, RIM 250.45 S7(Ae) i 1-800-424-5555 “AS-BUILTS CBWE: aver seqowisia | comms ime x. DATE COAL CREEK TAN. 1085 STAFFORD CREST DIVISION 2 an _ SANITARY SEWER | _ UTILITY DISTRICT 40 HORIZ, | vER PROFILES 2009 1°=4" VERT. ; 7 LIA -00-/44 Lots go S:97 | wf PA 16030 JUANITA~WOODINVILLE WAY NE DRAWN MCH BOTHELL,WASHINGTON 98011 '425)776-4581 * (206)362~-4244 * FAX(206)362-3819 JOB NO. CHECKED _RBN_ — ate BY APP’D ¢ SURVEYING cla PLANNING MANAGEMENT -97-8008 RN SHEET 3 OF 6 NW1/4 & NE 1/4 OF SE 1/4 SEC. 32 ,TWP.24 N.,RGE.5 E. ,W.M. ORE Se aie See RE ee aR seliciteteniiseimnoad eS rants aie eneemeeees cS ss see ewan seer enes gMtinswiciann aa te oA ME NOG TMA ER Ess emamemsin gs Same mo om rue ree pace masini gu bm ate mn uk 8) Ho gy Ee eg AIS ASE ETA Ae os nce ane sna alee Pv STA" 250479 .88 : : : : : aig : : : : : ; ; PV ELEV = 258.34 : ; : : : w | 2i+% : : : : ; ; ee.00 MC, 4 : : ‘ ‘ Zz o{2 4 : 7 : : : : : : A : . * ° J 2 : 'o . . . . . : > wl = © cog wy sip van Eos wus wa aw‘ oun ee mn we mt wie age ome een ol mgd te wee ams ewes) 9 sme 2 is bed eek Bek bad hee Bi orm den oon oy deny te ge ve pen ee wjaliys ws wes Wd Bi Aa wd A EA sc eaecneeon how ean ene aah gg ene pee ° . Md | ve ave ove 0:01 0 te: dre: Sid S55 Sud GIS Wid SLB ET SiS Sl SH Sw ES She BW ow Sw 6 W Bis Sew Sle hE TW Bis Ths Ons ore oe ree eee ee ee ee ei er ee re eee ee ee ees ce Some ese ene serene seseersereeesresnserssesoseseeoereeeseseorereesserese : STS or - : : : : Dole Ky : : eo! Gila cf esti : : PVI STA = 584+94.46 : ac . . . : ‘ : : : - : : * . i aS : ; : : : : : : : 2 us ; : : = : : ro) Pa : i : : PVIISTA = 16+75.79 : : : : a. GRADE: : PVI ELEV = 253.01 w {Slee : ee 3 : : : > Od a : . : : 75.00’ VC : ; = idle WLP. ELEV = 218.46 PVE ELEV = 220.15: : : 7 ee : : ; : 939. as ou erwin wens ert eit an ewew erate rnarieeustewed ties it JOR PGES Weel eee TTT eee leceeeeeeel! cre we: ae ave ae ie lve 68 Base Pe te “LPS STATS “1 5432:87°° °° 75.00" vert . = : q : A; : : : : ‘ : iF etev _ 746.14 . e Dis ral<jo We PV STA = 15+90.37 |: ; i : : I. : : : : .P. ELEV = 246. ol8 (TO AXole Ze pw ELEV = 218.46 : lm: p tt : : i L.P. STA = 57+94.46 otic! 124 3. as) : : ure : 2 NI: : : : : : : > PVI STA = 58+19.46 : io PIN jos «ef ze. :75.00° VC: 2 | N : J: : : cleveeeee LID sep er drey tre put eye fowees ree ABA ISG... PO gee ce licseceselerseneeees o 8s ae ie at oe AOD! SN ree ee ee ee eee Oo ee eee Type: iwemse Ne ls cece eceee ttt e tenes ene neeeeecscesasecsscececeees eiemesowscibeeses esi : ae ‘PVE “ELEV =" 245.51 7 . NNN ew] I ai =z : + x st : : : :78.00" NG : Hatele> |: = WS : Ds Il * ° ° co?) ae uj . { ° ~~ miOlarst - : : . . 30 lols >] : N Orolo: ed bak Pion s: : : : ‘ OF 5 : Oo 7:0 |i a : 0 : “Io |O tiqy: . . . : 5 oi an Sn Ce ne a : Gia woe t+: Sle eg . uy. . ° ° ° : a” . “hos Co alia: 5 . DE Wad] od ; Q}+ is: : : : ‘ : : : : : : CC 2A Gla 4.Sa} Bac ts aces wee Oly Or Yor ccecccccaccscpocsceny Sie SB Sas on woes ese seeddesseesecsecesecscecescncscsececerersssecesessssececscsscsssss sense DBM oes seseeeee es DRG Qur "EXISTING © = eg PPA reser 2° ie ees... . oon ot = i i . Paleface ° . . . ° . Oo ©: EIN > . Hla <i a: allow : : : : aS Pglge: th |i Zonal a : : : ae : : : : Hl3 08 Of!......4 2. doe i eco one ave aca she ate wpe V2 bxs"s56 Wy Bis APA GIs MS LU) 6 © Sin’ede ome luo ww ete wee ate ex ww ow ow oe = * iw we bel RE Be 22, fut tet SO MOF fee ee eee neces eesresesreresseesresresseeseeaesereseseseseneeseeeeeeeseeeeseserereoeoemeoeeoeeesesesnee . q: is : Wig Se Se OE Be Se Whe Be HIS Re 6.8 Bis WIS B88 B66 Sw SW BU 2, Se sie a oct ang a8 ore ave ae aioe 0 ed See 1°98% : : JE 219.88: : : : Oe ENTE: ald |-7 oz, 10.00% ze ‘ 1 412 (ABI™ : : : DIG fis Ws 14 : ? a 261 (AB pyc @ Axe Wle<niQn: 9S 3 : : : Zan mIam: _--".: PROPOSED 948 a bd ee ees sees a ofS OS Ld El 8 ne» I. i > Sanne \ 12°spD : ; : : : le: 213.54: : : : : : : ; ; : : : ay : RIM pen 33 6) : : : : : : INV, Z1B.24-G* PVC, ee ; : “a ee rrr ater ire Sam sse uae I st ans mia ape Afro ae ineeeamses Cow ewaa att eae dovas [SQMM: Devs te ncpen erst es ssnsnsnlaswemeses errr Desc eeeeee Leacseetarevrecceceseeceasecsseetestecseceesnees beseeaeevsseeeeseesecanes : : : IM 2184658 (Az) - : : : ‘ : : : i : ; : i : INV, 214.54(IN) 44-8! DI, wins) : : : : : : : : : : : INV. 214.4% 1B" PVC, Efmae) : : : : : : : : : : ; Z INV. 214.24-8"D1, NOU 5a a su sek tase .piees Ls pa maeane Bs aus auc'a pone ete ove wine map ewes B cou sn oe 0 4 borers Leceeee eee l DOR cecPecceeee et DAG dpe eceeeee ee: 7 Leese eeeee ne Leet nba bs bia a his ba os te ESTING "Ge # & PROPOSED: ; : 208 j : : : JAF ~8"D! O-8:50%_ _- GRADE: ELEV. 3 : : ; : : : : 2 : 24s) :0.68 31,48) PN (TYP.) 8" pvc W (AB) hay SHAK UY LE de -B pNeA ore 8 @ @: ei eeeeeeeed eoeeeeeeens : IW, 248.15 2 Pvc NE CIN)(AB) EXISTING & : PROPOSED: € GRADE ELEV. : . GRADE ELEV. : . (TYP) loo a eosee : : - “a. a 5 : Oe: Roe : Z . . . . . . . : . . : : a rom OD 16: essssseedl : s eS eee ae ae Pe eeeecdeteeeceed eeceseesbececesnebeceesneed } : NE. 35th STREET : ; : p | _ : > gg: : 60 : : - : : : SCALE: Me 40 (HORIZ.) —: : : : : : : : : : : : "= 4 (VERT) : i : : : : : moos : : : : : : ie : | | NE. 88rd: PLACE : ae : : : : : :|5 f . ; ; "SCALE: T= 40° (HORIZ. i : : : ; : : : +|O : : : : : : : : ° = 4° fear 5 : . ‘ . : : Fre meee reece creer eee reser easesesaeseressessessece i oi5i bu! 3.8 HW OS Wie Bis Sle HS TOTES . . a | rrr Poem mere ree aes re secesssesesscescesececs en — —— = — — ne SEEETEEnInne renee ee sii eee researc errereereveoee oO Oe Oi ce aig wren ang ort Seefee Eee : : py STA = 9347488: : : Ha e ‘ ‘ : : : : : 2 Pvl ELEV = 220.79 : : : xx i : : : : : : : : : bls > 100.00’ vet : : aa : : : : ce : : 78 + <a : : : : LP. ELEV = 234.07 : : : : : : 5 ZT ceccceteecccsssetesceedess Eimanswews S see mo oe Le Bd DLs cece elececees wae mx patia ord ee ree Liasasweas Dac acacas fl uses ox acd weve newest eseensk 25 Sep. SRA bae-09429 BG orb eweaxmesee ms Baws m omens mew ew am ams Riek toh im oe * aeddeccnteccccsneeloasencace! geaseoenes He ole : £ x susting -Geand ga : WE PV STAt= 10+44.50 : ; : : a oo] A . es AT €:ROAD ? Oxy 7, : : <¥ PV ELEV = 233.62 ol : . : rw S 2 PROPOSED GRADE oI ll IMPROVEMENTS — xe Ee 7 " ° oS 60.00’ VC : nl ° Ef P/N ATE ROAD ela 8 cane S eeseafecesesees Se ceeeeeleeeees Bulk. Porro pee tS Bocce Sean rw sw ew be nssioannall os an oe SQM ce lg oe oe Irs 00 and Ha Wid GOW Sie we we Oe ips IMPROVEMENTS .3 ae 5 i Fe 65 ocd’ ny bon bn one 5 Sad Sue Sadi Sud 224: CE Ge BSS aaa ies : woe POOF Meee tere cece snares aera need eieeeeecectecsccenneteeceve. : _ , ole : penn S BYR Laem : ; 2 yy : > 4.00%: : : : : SSzlon «lio att? : S ala — : : : Bint oe mw] 77 Of tt © _b- Lea-77 Sane Sale & 4) OY OS i tel lec eecyhielevceetenetgpOT tre tecsucceees TTP ETT ov wa v0 va te en wa oe alle eden tase onsen eedeierererrnte ce rarere Seencasees[eeseeeresteneserers 240 G-F6 SFIQ levees Qh eo PEI Ds... SD Apis 8 os ns oe ere a are og azn 0 9 tsa Eh oe on sen cel in og os pe ga eee emo ae eee reseane f gue sie, o18 234, a6 raw - : . 7h ios i ) F a Olw i 3 : 42°sp_: SJ: : ble gZlo “a - 4 . . joa uj 7 ° 8 s = eR o> a > IE aks ; 1 : ; Zl bw de wacccccrccccecseerceees --216 a= ane arrPD | i so eeeeceecees oe leceeeeecesecereresen en DYE ec eceeescce POCONOS Ono : ois oye ous bee ae 5 “a {WEAN EAGER cmewewent easel ipa fw Hw ped be a0 be ee o's ma nn ty we Re ON Ba - ZBOME) : 0.45: : ~8"DI @ 0: ins) : ; ; : a : : : : : : : : : : : : te accom vw vil cu ae wn em tmew spr eas laa xn ou om ed ganae-e wa Oe om ath wy ae tussle errr ee Sb nsinea si Goes yaa ae lesan ede oc Bice om aes an 98 vee in ctv fon on cece 8 ny 232---- oe : pe bane ow ntaistens ehiesi a er ae ; er eerereccece : : : ; : : : : : : EXIST. MH ° . . : : * 3 ° : i ¢ . . : ‘ : : : : : > RIM S>4—4(NOT FINAL) 222. O8 AB): : : ; SSMH L a 10) : : : *INV. IN) 212: gee tal (woiAB): : ; ; : : RIM 239.981 (Ae) : uy. 215.49:8°D.Ecsw)lneesareonel ae Se eprrapowent ig etieeeersee SINY, .212,0(0UD...3.., Ce eee Lsemeuswen fe maine aa INV.. 231.95(QUT) 28... SMR eta “aa wawacemlorwan ue un tawe ne zi , Ve | : : : : i i ; : : : : INV, 23Z.00- CECI : : : (76) INV. aie 8 pa. (E) “ats oui) (TYP.) + GRADE ELEV. : ; $4 : : i : GRADE FLEW : > |ssMa2 0: CPD. D Dt sis. ie NE (TYP.) : : : SEE SSMH 1— SSMH 3 : : : ; ; : « ccccccellccccccecelecsccceeeteccccetentecceecuuetees : : re ee ee seolggeeegeesbereee ngage singe eeet ogee Dubs rrresisengersesi eres a : ois 98 we jvc dae gus es ors er eetedueweel ww S TST Ng: aS ‘AS s aoe pee Pe x8 : : , w ON Ay 2NQ Na “en eS N : : : : : NN 2 < a Ae : CALL 48 HOURS ee a 940d | oe Sc ccseeslectseesefceseseeesdesseesees Dh eeeee WQ- eels PM ee . ‘EXISTING €° SUG BLE WLS Bad’ 3 re: ane: se; one, Sue ue re wee 5 BEFORE YOU DIG N.E. 36th STREET. a N.E. 34th PLACE- ee BUEN 1-800-424-5555 SOA Vo bP OUU"424"9990 | (TYP.) ‘= 4° (VERT.) ‘ SCALE: + 40° (HORIZ.) \ CANT 28 Zeus : f , nc. DESIGNED RBN htt Bad oa 2/4100) 4ST GROUP FO UR, I 2 AS-BUILTS azar aisaringg secon DATE 16030 JUANITA-WOODINVILLE WAY NE DRAWN MCH _ BOTHELL, WASHINGTON 98011 JAN. 1999 STAFFORD CREST DIVISION 2 CHECKED _ RBN ; (425)775-4561 * (206)362-4244 * FAX(206)362-3819 JOB NO. SCALE SANITARY SEWER PROFILES 1°=40’ HORIZ. Date BY aPPD SURVEYING ENGINEERING . PLANNING MANAGEMENT 97-8008 7 OCT ad 2003 . Fy EXPIRES _ 10726 72000] JOB NUMBER 7 99012.00° pr s COAL CREEK UTILITY DISTRICT SORTED DEED oom 1°=4’ VERT. SHEET 4 OF 6 = elements shall be with for ladders PART TWO — MATERIALS Preeest manhole wei Euiskeps aa 2-12 BASE COURSE MATERIAL 3-8 GRADE LINES $~12 BACKFILLING 3-16 TESTING OF PRESSU 2-1 GENERAL ladder with rungs equally at 12 inches apart plus or minus 3/4 ; - RE SEWER PIPE oR” Wa inex 108 a gawk mpd conical Base course material shall conform to the following requirements: The Contractor shell maintain the correct grades between manholes and shall No backfilling shall be performed until after the District has inspecled the ; AN materials and shall be new end workmanship and materials shell, and the uppermost rung shall be not more than 16 inches below US. Standard check all intermediate grade stakes by means of a taut. grade wise Dolveen tt installation of the pipe and bedding and epproved backfilling All force mains shall be tested at a minimum pressure of at least 60 percent shall be good quality. All material into the work shal the street surface. Sieve Size. beret least three intermediate grade stakes. In the event that the herr a ; above the design operating pressure for at least 30 minutes. Leakage shall esaform to the provisions of this part. All references to Specifications shell fine up, the work shall be stopped until the situalion ie corrected: 2 beta The initial backfill shall be hand placed select material spread evenly over the aot sisond the amount gies by’ the Sling Sorte be of the latest Joints between precast manhole elements shall be rubber gasketed 1-1/2" square opening t marks, reference points and stakes shall be case of destruction bedding material and compacted by hand to an elevation of § inch v similarly to pipe joints and shell conform to ASTM C-439. Shop gene P 00 of any of them, the resulting expense of a shall be borne by the the crown of the pipe for Ductile Iron pipe and 10 inches above the crown a) MATERIAL LISTS AND SPECIFICATIONS drawings of Ue Joint design sll be subailed to the Engineer for 1/4" square opening So Developer Construction staking shall conse of grade Ses a al be of the pipe for PVC, ‘This shell be done in such a manner thet subsequent to manufacture. Completed joints shall show no Ho. 40 sieve 7 offsets, Stakes at cach and intermediate grade stakes shall be offset becfilling will not disturb the pipe in any way. Subsequent lifts of aot mor Where: = allowable leakage in gallons per hour er his Contractor shall deliver to the Engineer a materiel Het *Pise ckage and shall conform to the dsenaoaal requirements of US. No. 200 sieve Lr 10 fost and localed at 60 foot stations between manholes at oe than 2-foat thickness shall be placed as shown on the Standard Delails and N = the number of pipe joints not leas than ten (10) days belore commencement of cosatrection, The list Ast C~478. Sand Equivalent 0 in eqayanenk far grade and algun an ecceplatle individual compacted to & minimum of 0 poet maxim density Pe the Coe amaaet im inches eer a + Mt epplioatie, = performed by pushin i = ressure in psi Can a raised te he etek co tant ad tnt ach ao that te Standané flat slab covers for shallow manholes shall be @ minimum 2-13 CONCRETE BEDDING AND BLOCKING +s TERA ofthe trench along and aectiy over the pipe so thal the maera il be 3-17 6~INCH § Engineer may determine whether such materials conform to the Plans and of 6 inches thick and abell conform to the ouler dimension of the bee uperade and the jnvert of the pipe to th applied in a rolling slope, rather than by side filing. Backflling from the “INCH SIDE SEWER FROM MAIN TO PROPERTY LINE No materials that are not included in the material Hist shall be standard sections upon which they are to be placed. The 24-inch Bedding end concrete shall be Portland cement concrete Beck 2 foal ge tmgnagrg 2 Concentric joints shall be closed sides of the trench will not be done until the District has determined that The materi i i installed as a pert of the work. The manufacturer's technical apeci diame opening shall be coolio chee minima redial dil four sacks of per cuble yard and maximum aggregate size of 1-1 : ; wee Eat pemuiea nie of pipes. or fittings shall be material has been carefully placed over the pipe to a sufficient depth. e material and strength class of side sewer pipe shall be the same as the tor pipe, appatvensnoes and equipment to be iacerporsted inte the work shal Standard at keast 6 mainimum redial) distance inches. Maximum slump shall be 8-1/2 inches. temporarily blocked covered laying is nol in progress, in aes {ore Fue lo sbieh & connscts: andl nese specications tal ba spylicable be submitted to the Bngineer et least, ten (10) days prior to cocamencesment irom the ogo inch opening to the inside face of the or . ln ares such os esting paving, or in ares to be paved, where the Ds ot ee oak ee SL Rae peers et oe sence 6 veriaal of construction with the materials listed. , sandard sulin blo. Ranfring sal be ar shomn ca the PART THREE ~ CONSTRUCTION hajustment to the line and grade shall be done by scraping away oF filing detzmine (hat mint selement, would be dtrinental andthe naive exoanted shall have minimum 48" Cover. ‘Whew change in slope eleesds inches ger Too Standard Plans. ; y means : , é , be backfilled ‘ : : GUARANTEE BY MANUFACTURER of a flat slab, for shallow manholes, or an eccentric precast cone for 8-1 GENERAL ue hanging belting mee eee tac Cai gatelnay became with imported backfill material as specified in Section 2~7. singe Bocked nes hall be used. All sido overs aholl be plugged and the , standard manholes. 3-13 COMPACTION OF BACKFILL It requested by the District or by the Bagineer, a written guarentee made by Bxsopt as otherwise noted herein, all work shall be accomplished as recommended ‘The pipe shall be lowered into the tench by means of ropes, tripod, crane or The ends of all side sew : : | / ; he enc ers at the properly lines shall be marked with a paediorseypitertad cecuisias We os buiceh Gat oe oe — (0) _Deform@i Bar Steps pesados seen en ications and anoording to the cy lesa, - | uot be deeoped @ bees eee ok Cocapection of basil and baci procedures in public rights~of-way shall the ond ries en ly coal i uhieh tall be ps tod ‘ = equipment concerned. checked cracks » CO) it . sewer an i i i these Specifications and any specifications otherwise applying to the work. Galvanised deformed ar 9 ay ply Sc apo gry gla A specitied depths shall be compacted depths. Geloctive pipe shell nat be installed. having jurisdiction thereot. requirements of the governmental agency elie fe ae In gon wih h Ig o e ted while and . 4 e en i : ji SEWER PIPE AND APPURTENANCES, NON-PRESSUBE ad ir bndg For Bending, the temperature shall be ot ba reaay aren, al aupall and concrete pavement hall be saw cul. When Ten, es and slang eros shall alld es chon in he Gandard Backfiling shall be compacted lo 95 percent of sn soreics! dene whichis atlaed to the spigetead of the pe nn eS Non-pressure sewer pipe shell be PYC pipe conforming to ASTM D-3094 for seat 00 aia ellorn da color to the Standard Plans removed to'a width of 18 inches grectar Un the top width of the trench, Belalla Darin ond ot. ech, oclins oe be eonrod antl the Batch as te 90 - deplhs of cover up to 12 foot: and Dustile Iron pipe, oless 60, cespent lined, conervte shall Be bes cal en a staight Be sad obek be beveled 20 that thee direct by the Diiel. They Shall we oe S-18 CONNECTION TO THE EXISTING SYSTEM sing Sud nt Cit bri ef wow mening rp oe. it at cl A ea Sf eeenlay {tr a te Lp le Noma ong nny wg oc a HD elo does ii ad Us, lig ss ga one saw cut abeed of the backhos to prevent excessive tearing up of the Variance from established line and grade shall not be greater than 1/S2nd of Compaction of backlill : presence of the District. Written application f i rege tn at fs sll be wed eg or ong Ps or approved equal. sasiacing aad to eliminale ragged edges. an inch per inch of pipe diameter, but ohall not exceed 1/2 inch or result in vibration equipment or olher meshaniea Coen” ae eee ee the District for connection, and the connection shall be made al time agreed manholes. @ . 8<8 TRENCH EXCAVATION 1@ level or reverse sloping invert. acceptable es a means of compaction. If excavated material has a California pan ween an ; PYC sewer pipe is defined as flexible conduit. Joints shell conform to ASTM ; . 8-10 PIPER JOINTS Bearing Ratio for compacted and soaked sample of less than"?, or for any Connections to existing manholes shall D-S212 using a restrained rubber geaket conforming to AST P-477 Precast manhole base sections more than three fest in height shell be Trenches shall be excavated to the line and by the District, ber ceplaced we Pe Compacted as specified, euch excavated material shall Cie Mike ata nd Lo Re ee oe ee Fillings aball be injection molded lees or factory solvent welded saddie toes. provided with a ladder as detailed on the Standard Plans. Ladders Unless otherwise apeciied, trench skins shall be excaretad ve and approved by the District. Onl be replaced with imported backfill material. No backfill shall be placed , Rgtlly covered, prior to: breaking, into vertically. Trench No joints shall be covered until examined approved by the y githout immediate tion accordino na anenttinckiiea the manhole: wall, to prevent debris from entering the sewer line. Saddles fastened to pipe with external bands are not acceptable on any new shall be galvanized steel or polypropylene coated. widths shell be adequaie for proper meee wad pera S ee the type of gasket being used in the work shall ee Immediately after the connection is made, the new pipe shall be plugged. @~? IMPORTED BACKFILL MATERIAL treach to f° ahore the eromn of the pine, meh, Ren Hie bance Us allowed to lay pipe. On the request of the District, proot of such The District will require thet the services of an independent testing laborator The plug shall not be removed without permission of the District. If the Ductile fron pipe is detined as rigid conduit. Mechanical or push~on joints -: inch diameter and smaller pie, or Lb Vines the insie daneler of -iock pelea et ee ee es ee or county Yeaing laboratory be employed to perfor in-place desiy teat t poe Deine thd pitino yuger toy ra raat ahall conform to AWWA Standard C-110. Imported backfill material shell be free from wood, bark, roots or other fear We eee Hf these widths are exceeded, a grade Joint material shall be installed to the manufacturer's costs. of Uncen bate abet be anny (abe or has been obtained. The ‘ge pipe of the existing manhole in addition to the above. extraneous material and shall meet the following requirements: of pipe cca highar clasiication and aroun of bedding material abel be recommendations. After the gasket has been affixed, the pipe shell be ; iia Connections of new mains to existing sewer lines shall be made as follows: SEWER PIPE AND APPURTENANCES ~ PRESSURE US. Standard Pei tarnished, as directed by the District handled to avoid bumplag the gael, Knocking ot ot ree a ee ored Regardless of the approval of the Disticl as to the manner of compaction ar A new manhole shall be placed over the existing line. The manhole shall be / or foreign material. distur! > testing, per shall repair pr “ lameter except that the base slab Unless otherwise specitied, pressure pipe shall be constructed of: Sieve Sze _ Ecartion for manholes or other structures shall be sulicent to provide 0 replaced, cleaned and relubricated before be oi ead The pipe shall be that may occur within two jeare efter completion ahd trenal veers oe ne new eonnection shall be plugged and blocked end the exsling sever fipe i * , . 100 enough to allow for pip apathy al aan propery aligned bets ee at be paral Fy een ge work by the District, shall not be ‘opened without the permission of the District. () eapecctethypow en Hag hay mer pmo . &t/2" Square Opening = ke proper compaction of the surrounding backfill. ‘or spigot, the pipe shall be partially supported by hand, sling or crane thin cement eS eae C-104 (except as to thickness) 1/4" Sieve 0 Max. ta required to minimise lateral pressure on the gasket and to S~id CLEANING AND FLUSHING Connections of side sewers to an existing sewer line shall be made as follows and with the type of joint, thickness, designation and markings No. 200 All matesial excavated from treaches and piled next to the trench, shall he concentricity until the gasket is properly positioned. Pipe deflection and or as directed by the District Engin ‘ as specified. Send Equivalent 36 Min. sega geen gl meet pc or gi cg tial oar bl tac straightening shall be avoided once the joint is home, to prevent creep of the Proto pipe testing all pipes shall be cleaned a8 provided in thie section gineer. (b) Cast fron fillings shell be rubber-gasket and shall conform to ANNA PBA GRAVEL WIL, NOT BE ALLOWED AS BACKPILL MATERIAL se presl tg tre toeune ele oie, tas ad due Guin on en furnlshed by the, Contendoy a fae to ik snugly into the pipe shall be " pepe ace poe pelgreri ghey herb edlandnig moord adie Valves shall conform to, AWWA Specifications . prosrer-yee pl sdl thr paella iaemalienl aie ‘ Sulicient pressure shall be applied in making the jt Mt Straouons for cleaned: The ball may be uid wih tag Une or & rope may be fastened to model "SST" or equal. AVL by Wd adapler i veumede eS » o8 e . : @-8 ‘TRENCH FOUNDATION MATERIAL is Dome, 98 det i PS ‘dhl bo applied to the fine to assure the introduced being the bell and the ball shay ge ne, AaUEE shall be B) For PYC or AC pipe, the connection sball be made with a sewer MANHOLES - 54° STANDARD as den 8-3 TIMBERING AND SHEETING jelnts, once home, are beld 20, by Lueene a agape a eee pipe the foree of the water impeliing it. Al debris tlushed ahead of the bal hal saddle, Romae style "CB" or equal. Over excavated material * . appropriate means. removed at t Ns Frames and Covers conforming to one of the following gradations as specified: ae ae is sot cll abating and siting = necessary shell be blocked in such a manner as may be required to prevent creep during event that cemented ot Son gace of tomes pocpiedg reg Weg The existing sewer-pipe shall be cul or drilled to give a smooth symmetrical Manhole . ‘workers, existing buildings, ulilities properties downtine. bstruction be removed. " , opening of the ‘proper size. Bach connection shall be bedded wi <i fremmes end ovvecs Ciymple Pousdey US, Standard Coes "s Class “BY shall moot all OSHA and WRIA requirements, ° ection ed with a 4-inch Cast Lon adh oe cqutelet. ‘Castings shall conan to We Sieve Size Min Mo, Min Ma. S~11 :- MANHOLES Daeretnetet® bad in place to the lower quadrant of the pipe berrel Campa Me STN aT aleas 3) and ial be treo of pore $4 JACKED OR BORED CROSSING 8-15 TESTING OF NON-PRESSURE SEWER PIPE — DEFLECTIO Bela ak ane De coerencennted oad replated wilh shtink cavities, cold shuts, or cracks or any surface defects which . Soh fA" square opening 9% 100% 95% 100% Precast manhole base sections shall de. placed on a well-com TESTING FOR FLEXIBLE SEWER PIPE “ sed inpolr service ability. Repeit of detects or by the ) 100% 100 A work shall be done in conformance with the ‘a the agency = course of bedding material. The depth of the bedding shall not be Jess than AN non~ . . 38-19 TRAFFIC CONTROL would iPotheon of siz one pety A Cover 1-1/2" square opening Z 8% © 8 a control of the fecility being bored or jacked, See Roadway and Railway 4 inches thick, extending a minimum of 12 inches beyond the outside this socllo ahah eee stall be air tested. the procedures set forth in ass at ietiren ser le Oe eee hoe ale oar oa a8 % 8 is Crossings for further details, peronler of the baoe ssctin, The balance of any remaining excavaled area rsormel for contin eae eaing. A tacles and All traffic control shall be per the Manual of Uniform Traffic Control Devi maleiiid 3/e" square opening $3 0 0 3-6 ROADWAY AND RAILWAY CROSSINGS the tap of the bedding before the manhole is aot in place. The bedding shal be fumished by the Developer. All equpnen and personnel to condue the and/or agency ‘of Jurisdiction. During construction, trate chall not be delayed A bituminous coating shall be applied to all surfaces, The finished No, 4 aleve 0 1 0 0 a a . sat , be wa tamped end made smooth and level to assure uniform contact support Cine aos be the Couteance although ole tealing may agency of jurisdiction. Previously approved by the District end the coating shall be continuous, smooth, neither brittle when cold nor po Srsrenaiion hoy d pierre bagerage di ar agomcme precast elements, pipe shall be accepted until air teste have been performed ckiling, no strongly adherent * governmental i alter ba 3-20 TV. ey on ee ee a ee renans wyotin ad 2-9 BEDDING MATERIAL or pela ogecy having curl othe rod ot tec, proved thi the rad All Bit holes and the inside and utsde face of rubber gasketed joints compacting of Re ENE gee neTON of all cestings prior to painting. Manhole rings and covers or be restored to its otiginal condition after the crossing is between precast. sections shall be thoroughly wetted, pointed, then filled with Prior to acceptance, all pipe shall be TY. i approval of Shine tinkben o ground on sealing surttces to aauure Gapegerh pal era peery ag iPlarygonersharerrd coapleted. M tunneling or jacking is elected or required for orossings, steel, morter, and smoothed both inside and out. Precast sections shall be placed All yes, tees and ends of side sewer stubs shall be plugged with flexible channeled, the sewer syelen completed ‘and the te All manholes must be noa-rocking.fit in any position, end interchangoabllity. At the request know as pea gravel or sand and shall meet the following requirements: ithin the 6 cae, Fon Basic cedards for bot Netlog oe taanelng 000 "Boke Soe ee Ne eee "Sek be gk te to damian vale wilhsland the internal tet preeare” Sach ae oa ee fesse EY. iapecin "Sever ay, Nora or approved oa shall be of the District, there shall be made avelable af the foundry standard % or Sewer Casing oa sheet. removable and. thele reece. Such plugs or caps shall be readily introduced into the system prior to the T.¥. inspection, The TV. camera must rings and standard covers for use by inspectors in eating fit and Laemmli betel — Manholes set in paved streets or other paved areas shall be set to the finished fleible-jointed lateral comnecion cf extension "No sae po mate 8 Tilo le ok ee ape at ie of a hrauio Guahing neal. VHS sealing. 8-6 ‘TRENCH FOUNDATION grade of the paving. When required, the manhole frame shall be tilted to used, plugs shall be CO ey tila inspection ahall be submitted to the Distsicl along with a Wanholes located outside public rights ol-way shall be equipped wilh Pan ease ware opening 100 H, im the judgement of the’ District Sint be set st © tinted gree a suy higher tan that sl tx eareaiig, Immediately following the pipe cleaning inspection shall be repel bythe Cotreclor 1 the Hstiete satan uare , of the the native trench bottoms will provide a ¥ loko pipe cleaning, the pipe i : 8 salislacli a Tecking device of sach design Uhet the oor eS nade ef an 0-5 firma bese for the subsoqueat placement of pipe sud ert Sa oe atten aie Tsar Wadiation ino the ape, Manholes sat with low pressure air. Air shal be ally supped to the phragea Cane ae Br OF fenllary manholo channel with a sag that creates a standing water released a to avold possible pative trench bottom may be used if the bottom and smoothed 20 in unpaved areas shall have an aspbalt pad, 2° thick and 6’ in diameter installation until the internal air pressure reaches 4.0 pounds Pipe or greater will beg ted) De tejected by the District the vag of 1/0-eok peepee request of the District, eae a Pala af he Sand: ™ aes salen lanai 6 ves Wil cost oe 0 et soiree Dee Treach secend Dia wine ee ete te wines Khare barley fen Aca bey pressure of any ground water thal may the Districk may require that the alin sire tik be ete =< ook rye . ” aquare opening bottoms over-excayaied 63 necessary to remove unsteble inflow, we eloped floors 6 fy . yy 2 wo minutes shall be allowed f foundry a testing device suitable for proving the capacity of the </e 90-100 eliminate * ho fag ngntllag = ee a channel shall be Unless necded to clear a paved road, stub- stabilization before future proced: ot teraperabane ot the soely to red SP ee gaat buns a 40-75 fare Overcenteied Sterile eal be replaed sok betes Gondalen Gols and channds blended to false fare bookap aball be ented. Procedure. oi hue cavers ot with S-screw-t) ching Bids HO sieve 16-40 material as specified in Section 2-8. material shall be placed The pipe shall be acceptable if the time required in. seconds for th ; a ; and cover wi ype locking #200 Sieve 0-15 when ondered by the Disirict Manhole channels shall be made to conform to the sewer grade and shall be to decrease from 35 to 8.0 pei grealer than the average back pressive is og A side sewer permit will be required trom the Districl before installation of a ; and shall be by the name or ; brought together with well-rounded junctions. Channel sides shall be carried to or greater than the listed values for corresponding sizes of pipe sho equal side sewers. Commercial waste discharge from fixtures and equipment that in al of the manofacturec. ‘This Wentfication shall be faa plainly 9-10 ASPHALTIC CONCRETE 8~7 BEDDING MATERIAL PLACEMENT vray tothe com lin of Ue vious pipes The coer cal the ai Lat gaph Jose elseere in Part Fur. Hard eres by ue af eink, dishwaahees aoe ead at mite to, seullery sinks, pot, and pan X ; . smoothly finished with slopes to drain. narra SOND drains located in where visihle location when the frames and covers are installed. In addition vement shall conform: to the technical requirements for BI flexible pine shell be in of the t ified in down to less than the inside diameter of the pipe. securely blocked to prevent Mowouls, hcupply ar ena gs all be grease containing materials may exist, will require a grease interceptor pri _ to the manufacturer's identification, the material shell be identified by Asphalt , bedding material of th ave socid Snetalied au tke eee pply air regulator shell be to entering the: sanilar . ptor prior the following "NOD" or “DUC” for modular or ductile iron A Class B Asphalt in the latest edition of the. State of Washington Standard Section 2-9 (a). ‘The shali be placed from a minimum of 4 inches a iull'in ened manhe of 6 bie i ir supply to the sewer thal will allow only a maximum dates aioe we Commercial establishments that may the follwing cttcaion mot tka male Usoiioeion shal for Road, Bridge aud Municipal Construction. below the pipe barrell to 4 inches above the pipe as show on the pipe openings, when practical, shall be before the manhole. Peig in the line to be tested and all pressure shell be relieved from the ‘6 salaries the Sanilary sewer system will require an oil separator prior Standerd Detell hereia. Bedding material worked by hand under, around Pipe connections shall be made by use of a rubber boot connector, Kor~N- sewer line before removal of lest plugs» tering the sewer system. be adjacent to each other and shall be minimum 1/2-inch letters, Q-i1 TOP COURSE AND KEYSTONE MATERIAL and over the pipe to the depths required for the full width of the trench Seal or equal, Where use of a rubber boot is not possible, the opening . recessed to be flush with the adjacent surfaces. : wa avsakot naa around the pipe shall be totally filled and packed with to insure a Fae chat net by the Engineer, all sanitary sewers constructed of exible the restoration of excavated areas, Top Course and Keystone be placed in bedding material of the in watertight connection, ; deflection tested not less than 30 da ’ Precast eslhale Componants Fos, ust all be manufactured from ledge oc talus rock, be free from wood, Sectlen 2 (a) ox (0). the bedding aka be placed trons ueinnn of 4 and compaction has been completed The lest shal be conducled by ral Precast manhole components shell conform to ASTM C-478 except roots, bark and other extraneous material and shell conform to the folloxing Saniard Data” Prading shall be pitas moe teas tee Mit Toe fica il, : diamelet through the completed tag. pene peter of the pipe as modified herein. Base section openings to receive pipe shall be placed in more one -to-mank ine. be conducted on a cruar, wperd iar ot ied sieiely oa Ue faa US. Standard x Passing Masel belts the pipe is taaled end bal Spread smoothly 0 tat be comply ase ut wh wl. the Caner i nse a hn Se ee euias sal be bade wid « ruber boot lated : Sieve Size By Reig pipe le waidormly supporied along the barel pap ey tardy py qubense, to locate ond repair any sections failing to pasos the test and to retest in @ pre-cored opening, 5/8” opening 100 ietuisoiig sainitel to 0: wlener of Gnicionl af teteae decee Se" seuare openidg 65-%5 to be removed, or moveeble trench shields or boxes, shall be located 2 US."No. 40 sieve 8-24 eck 9-472 sips Ganson cong bot Masur ns Kites Sons ae 2 US, No, 200 sieve oa airing, seit & ber cohasls Seow the ‘ap ol Gn pips, wales 0 saisaciery Equivelen! means of reconsolideting bedding or support material disturbed B- cued shoring removal can be demonstrated. " _ < ln solid rock excavation, ail ledge rock, boulders or stones shall be removed to provide @ minimum cleerence of 6 inches under the pipe. All material thus resaoved shall be replaced with bedding material, g 2 OCT 24 2009 , ; . APPROVED: " LA 00-/4 PART TWO AND THREE: TECHNICAL SPECIFICATIONS —_—— a a5 : OF COMMISSIONERS ‘N SECRETARY BOARD OF DATE ie} ast OAL CREEK 7415 129TH AVE. '8.£ REVISED PER DISTRICT COMMENTS 4/17/98 _| DOH SEWER EXTEN SIONS . Se. ILITY DISTRICT NEWCASTLE, WASHINGTON 98056 SHEET NO LETTER WO, REVISIONS oars | APROVED COMMISSIONER DATE TELEPHONE: 235-9200 2 or 6 * ; 12” MAXIMUM PROVIDE PLUG IN ALL (TYPICAL) ky STUBS FOR FUTURE . <<? SO CONNECTIONS 6” TYPICAL / \ 8 ) D.l. PIPE 54” TO 24° REDUCING. f : . SLAB LLLLLILLOELA A, - ne 3 2” MAXIMUM ra ss sy (TYPICAL) sR . DETAIL NO. 5 MANHOLE BASE - BRANCHING SEWERS . WF VAULT IS NOT SLOTTED TO ACCEPT PRECAST y a . CONC. BAFFLE SHALL BE HELD IN BY (2) x 3 x . 4 ses 5 ATTACHED YO VAULT WALL WITH (4 EA) f° BOLTS AND - . Pra > 4 . S SPACED 14° 0.C. ANGLE AND FASTENERS Tabie 1 3 i . p : GALVANIZED AND ASPHALT COATED. WATER MAIN STANDARD PIPE MATERIAL a vettg ne eens a : 1% fy PRECAST VAULT AND BAFFLE SHALL HAVE KNOCKOUTS AT ALL PIPE OPENINGS, TYPICAL FOR 54” MANHOLE ; Fee AWWA (ASTM) STANDARD meet WF KNOCKOUTS ARE NOT PRESENT THEN PIPE OPENINGS SHALL BE CORE-DRILLED. /SLui PIPE OPENINGS SHALL BE 2° LARGER THAN PIPE DIAMETER, TYPE OF PIPE PIPE JOINT FITTINGS : DETAIL NO. S FST ETS BLOW ACESS OPDNNS To ALON GEAR AOEES 10 ASR Ductile tron C151 & Clos C14 C 183 _SHALLOW/ MANHOLE | LOCATE. INTERCEPTOR WN 207 OF DRIVE FOR ACCESS BY MAW, VEHICLE, _ — i 5. _ CONNECTIONS 70 CONCRETE WALLS WITH P.V.C. PIPE REQUIRE KOR-N~SEAL TYPICAL FOR 54” MANHOLE ‘ : ’ ; CONNECTOR OR A.C. x P.V.C. BRANT ADAPTER. SEAL ALL PIPE CONNECTIONS WITH RONSHRIKK GROUT. NOTE: NOTES: - A ee i TA a SA . UNE-SIZED P.V.C, PIPE SHALL BE USED THROUGHOUT. For perpendicular construction, maintain 18” separation or construct waterline 1, Detols shown cre typical for olf monholes unless ae MANUS ; GRAY-WATER ONLY, BLACK-WATER SHALL BE CARRIED BY SEPERATE SIE passing over sewer line ond use water moin stondords setforth above for the otherwise noted. SEVER, with minimum 1 th ' 2. A2 inch thick, 6 foot diometer fs to be sewer with m & feet length centered over crossing. Pdf are pet ; CLEAH-OUT REQURED 3° MAX. DOWNSTREAM OR BNERCEPTOR FULL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM, : : DETAIL NO. 4 JON Su : , TYPICAL OIL SEPARATOR (600 gal. min.) DETAIL NO. 6 oa DETAIL NO. 1 DETAIL NO. 2 ' ; MANHOLE BASE | DETAIL NO. 7 PARALLEL CONSTRUCTION STANDARD MANHOLE gre STRAIGHT THROUGH FLOW TYPICAL VEGETABLE-ANIMAL FOR PVC PIPE, JOINTS SHALL BE PLACED A MIN. OF 10 FEET FROM THE MANHOLE WALL. _ FAT & GREASE INTERCEPTOR SEE SPECIFICATIONS FOR BACKFILL IN ROADWAYS AND AREAS TYPICAL TRENCH ON EASEMENT 4 : “es plan NATIVE nn one Wie APPUCASLE ™ E-E=ar SOIL—CEMENT MIX : 2 FOR A, PPE LENGTHS 70 THE RIGHT OF THE i. (SPACED AT 36" aH —— CRICK UNE THE Uma CENTERS) 6” Typ. ae: 3. SOR AL PIPE LENGTHS 10 THE LEFT OF THE : UNE THE hababaves STANDARDS OF AGENCY 12 ot HAVING JURISDICTION GRAVITY OR MIN, gat 8] 2—2%" MIN, PVC PRESSURE PIPE WX ¥°G4] “DRAIN PIPE SIDE SLOPE AS REQUIRED 95% COMPACTION UNDER PAVED AREAS AND 90% COMPACTION ALL OTHER Extend to undisturbed surface EXCAVATE : UNSUITABLE : na aver MATERIAL DOWN TO Fg FIRM SOI AND $ REPLACE WITH CLASS “A” BACKFILL MIN. WOTH: WHEN h IS LESS THAN t, an, pap = OP A sah Beet — COMPACTED 1’, MIN. WIDTH = 0.0. + 24", - —_ * 8” MIN. IF IN SOUD ROCK Nofes:. 1. Timber baffles to be installed where directed by the Engineer or District Inspector. 2, All backfill shalt be seeded. POLYPROPYLENE STEPS MAY BE SUBSTITUTED FOR 6” SANITARY TEE GALVANIZED. POLYPROPYLENE MANHOLE STEPS SHALL BE LANE MODEL P-14938 OR APPROVED EQUAL. | ————séDETAIL NO. 12 DETAIL NO. 13 o ‘ DETAIL NO. 9 DETAIL NO. 10 DETAIL NO. 11_ DETAIL NO. 14 TRENCH CROSS SECTION FOR PIPE ANCHOR | LOW PRESSURE AIR TESTING OF HILL HOLDER MANHOLE STEP DETAILS SIDE SEWER DETAILS P.V.C. OR D.1. PIPE = GRAVITY SEWERS __. PART FOUR: TECHNICAL SPECIFICATIONS PA C E IO 7 S S D T 4/ 1 7 / 9 8 / M A A STAEFORD CREST DIV. 2. | ia | ( - : UTIL CREEK 7416 120TH ab = ” oie STANDARD SEWER DETAILS eral dT . Oe. Y DISTRICT NEWCASTLE, WASHINGTON 98056 | SHEET NO. TELEPHONE: 235-9200 : Baie 6 OF 6 REVISIONS LLB 00-/ YU