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HomeMy WebLinkAboutWWP273162Roth Hill Engineering Partners, LLC RothHill MEMORANDUM TO: John Hobson, PE FROM: Tony Fisher RE: Sunset Interceptor, Phase III COPIES: File DATE: April 14, 2005 2600 116th Avenue NE, Suite 100 Bellevue, Washington 98004 Tel. 425.869.9448 800.835.0292 RECEI Y x 425.869.1190 APR 1 5 201G.i CITY OF RENTON UTILITY SYSTEMS Project No: 0015-00011 Page 1 of 1 I have attached copies of the preliminary design drawings for your review and comments plus an additional set you can deliver to Berger/Abam for coordination with their drawings.. The layout of the sewer main is based on our conversation a couple of months ago. The drawings contain a couple of notes that are questions for you. I will remove the questions on future versions once they have been addressed. This memo also contains a few other questions that I am hopeful you can answer. Otherwise, we will need to do some further research. The questions are as follows: 1. What is the diameter of existing SSMH 90? We need to know the diameter to determine if it is sufficiently large enough to add the additional pipe. ✓2. What is the diameter of existing SSMH 92? Are the pipes that enter SSMH 92 from the west and northeast side sewers? What diameter are they and are they still active? '�3. Is the pipe that enters SSMH 89 from the south still active? If so, then we will plug the invert to the east in this manhole when we abandon the existing sewer within Sunset Boulevard. ✓4. What is the diameter of existing SSMH 87? Is the pipe entering from the northeast still active? If so, where does it come from? ✓5. What is the diameter of existing SSMH 216 and SSMH 72? 6. Do you know the diameter of the casings between existing SSMH 91 and SSMH 243, SSMH 90 and SSMH 92, and SSMH 86 and SSMH 87? �7. Do you know where the side sewer connection points are for the following properties: 537 Duvall Ave NE (Arco), 4608 NE Sunset Blvd (King and Bunnies), Java Monkey (no address available), 4546 NE Sunset Blvd (Sunset Self Storage), 4500 NE Sunset Blvd (shopping center), 4444 NE Sunset Blvd (and Dental)? v/8. Do you have any preferred side sewer connection points? If so, please indicate so on the ✓ drawings. Please verify the locations of all other side sewers within the project area. 10. Do you know the invert elevations and pipe diameters for the existing storm sewer crossing at Duvall Ave NE and NE 23rd Street? 11. Does the City have any general plan notes or TESC notes it likes to use? If so, please provide. Otherwise, we will add notes that we think may be applicable. Please let me know if you have any questions. We will send you preliminary specifications next week. F:\0015\00011\Design\Corresp\Owner\JH_040405_TF_memo_60 % Design.doc CITY OF RENTON =• � SUNSET INTERCEPTOR, PHASE 3 SANITARY SEWER SYSTEM IMPROVEMENTS GENERAL SCOPE OF WORK UP_IZE EXISTING SANITARY SEWER ON NE SUNSET BOULEVARD FROM ANACORTES AVENUE NE TO APPROXIMATELY 300' EAST OF DUVALL AVE NE, MISCELLANEOUS SANITARY SEWER MODIFICATIONS ON DUVALL AVENUE AT THE INTERSECTION OF NE SUNSET BOULEVARD, SEWER MODIFICATION ON DUVALL AVENUE AT NE 21ST STREET, AND EXTENSION OF THE SANITARY SEWER ON DUVALL AVENUE NE FROM NE 23RD STREEET TO NE 24TH STREET . CITY OF RENTON CITY COUNCIL DON PERSSON. PRESIDENT TERRY BRIERE, PRESIDENT PRO TEM TONINELSON DAN CLAWSON RANDY CORMAN DENIS LAIR MARCIE PALMER MAYOR KATHY KEOLKER-WHEELER CHIEF ADMINISTRATIVE OFFICER JAY COVINGTON PLANNING%BUILDING/PUBLIC WORKS ADMINISTRATOR GREGG ZIMMERMAN UTILITY SYSTEMS DIRECTOR. LYS HORNSBY Roth Hill Engineering Partners, LLC 2600 116th Avenue NE #100 RotBellevue, Washington 98004 h Hill Tel 425.869.9448 Fax 425.869.1190 CITY OFF RENTON 1055 SOUTH GRADY WAY RENTON, WASHINGTON 98055 CONTACT PERSONNEL JOHN HOBSON, PE PROJECT ENGINEER (425330-7279 DAVE CHRISTENSEN. PE WASTEWATER UTILITY MANAGER SEAT T LE PUBLIC UTILITIES PUGET SOUND ENERGY COMCAST CABLE O',^1E ST 360 NEPiVORKS LEVEL 3 TIME WARNER XO COMMUNICATIONS EMERGENCY 911 ONE CALL 1-800-424-5555 SHEETINDEX SH.NO, DESCRIPTION 1 COVER SHEET 2 SHEET INDEX 3 SEWER PLAN AND PROFILE -NE SUNSET BLVD 4 SEWER PLAN AND PROFILE -NE SUNSET BLVD 5 SEWER PLAN AND PROFILE -NE SUNSET BLVD 6 SEWER PLAN AND PROFILE-DUVALL AVE NE 7 MANHOLE DETAILS & TESC DETAILS 8 DETAILS \/I(`INIITV AAAD EXISTING FOUND TACK IN LEAD c BOLLARD = TYPE 1 CATCH BASIN POWER TRANSFORMER TRAFFIC SIGN AS NO zD .,. TV RISER IT TELEPHONE MANHOLE _:- TV JUNCTION BOX p- STREET LIGHT g BUS STOP SIGN >.. YARD LIGHT ©:,e TELEPHONE JUNCTION BOX c— STREET LIGHT CONTROL BOX L_ll CABLE TV VAULT UIq, POWER METER CABLE TV VAULT aj— POWER JUNCTION BOX WATER BLOWOFF VALVE WATER METER ;� TRAFFIC DETECTOR LOOP (TYPICAL) - WATER VALVE TD CAS VALVE CONIFEROUS TREE. SIZE AND SPECIES AS NOTED: GEOTECH BORWG - C=CEDAR, D=DEOOORA, F=FIR, H=HOLLY, HM=HEMLOCK, J=JUNIPER, M=MADRONA, P=PINE, S=SPRUCE 01 TCH DECIOU-US TREE, SIZE AND SPECIES AS NOTED: - AERIAL POWER LINE W/ TELEPHONE -' A=ALDER, AP=APPLE, B=BIRCH, C=CHERRY, CW=COTTONWOOD, D=DECiDUOUS, DW=DOGWOOD, H=HAWTHORN, ___ -- -""" "_-- "'"-" POWER LINECN=CHESTNUT, P=PLUM, PP=POPLAR, W=WALLOW GAS - MAILBOX TELEPHONE LINE ® MONITOR WELL FIBER OPTICS LINE WATER SPIGOT STORM LINE SEWER MANHOLE _------_ SANITARY SEWER LINE r_=Y- TRAFFIC SIGNAL POLE WATER LINE . TELEPHONE VAULT - _ RIGHT-OF-WAY .� POKER VAULT RIGHT-OF-WAY CENTERLINE FENCE LINE TRAFFIC SIGNAL CONTROL BOX BUILDING _�- CROSSWALK SIGNAL _. FOUND MONUMENT AS NOTED CONTOUR LINE (5' INTERVALS) TELEPHONE RISER TELEPHONE MARKER CONTOUR LINE (10' INTERVALS) Fes,. POKER TRANSFORMER - SHRUB PROPOSED GIB. CITY OF RENTON P. RAISED PAVEMENT MARKERS ® SANITARY SEWER LINE ;- PO'AER RISER {3 f18ER C'P:IC MANHOLE 04 SEWER MANHOLE I ;I i c,,,.. H,i . f. g.l PP Ef r G a rf f E _ L L i RothHiII WA r co z i f - _I SUNSET INTERCEPTOR PHASE 3 ! .NDFY, SHEET ? LEGEND —_i Tr -� Y.4 xRGS WERE 2-lREC- Ca, A T�-�T�l .1 ERG+`EEpK. !3lSto � I YT- 'Es ry KRFQ o " ENGbEEP. SCAN., 7 11 R01 -1 1��T �V�� � 1-1 5T-5 11 -F­ M-If. S- r. JL Q-FREF. ED 1�� w�.� 1c. -ci 1-s, 11-SE D!- TI -4 "'SS; H 243N C5 1 tR -7-1ju- SW 3-23-5 E-E�HC -t�- OFT� 1-�KFCLDL�T�N­T��,E ­�.,ZE I - -OIE NOTE: CITY TO VERIFY LOCATION —Ts. - E lRE 4' I .� :F;7- P-', TI�ESE 11111, , in, _ CS=-� - VMI ♦T DM -E 1E -r-7- M ��5- ;C1 FW- OF SIDE SEWERS DR-41� VM, c� :oc-37.1 T E�- DM VM_ C: z -7 Iw > � EX'N328 —- ox s6 7 <r5C. w 10 r-- 3- < a ----- -------------- El. 5s a (n QX LOC.) - ----- - ------ - ------ ------ -----so - o------------------- 6 SSW, 2� j 2: C, lv A8tND A- �tC W jAt�ROX LOCI t ZkYtIl-P, I —I Q SSM'i-ALT 'A' OPTI -s 90C CTIONAL-ORIUM PfibX, 'LOC- OLE YELLOW R.P., s cR - CASJNG 168+00 r XEX NA 169+00 170+00 171+00 172+00 —F �4D PcrssiB.lc 6UPIED CROSS�G PER. Rlz, TEL CROSSING PER I - I -, - — --- -- - - - , - 14— f D.q.,"Gs (APPROX. T. n.RA "C LOCATION U- RECO"' ... -K LOCA 9c, C. TOR IC PCT�iaf Z C�41R CA,<I. 7 EX.SSMH 91 IRL.SSMH 90 - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- vw� ------------ T (APPROX f; Lc 5- ss - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . — " ", 11 1, 1� -... I I /;; , itQ --- - - - - - - - - - - - - EX SSMH 89 PLUG &,ABANDON- ABANDON Ek-'SANITARY INVERT TO NE SEWER BETWEEN SSMH 89 A14D a 7 AFTER- PROP- --- ------- SEWER IN SERVICE 'd NO Z, TE- CITYWTO SS PIFE T 7 -7- 7 ---7- -- 7-7—, ... .......... ........ . .......... ... .... ... ... .. .. . ...... . ....... ....... . ..... ... .... .. ... . .. ..... .. .... :L .... ......... ........ .......... ...... ... .... ..... ........ ......... . ...... . . . . . . ... ... .... ....... . . . . . . . . . . . . .. ... .... ... .... ...... ...... .. . . . . . . . . . . . . . ... .... ....... . . 1 405 4 1. tQR� IS IT ACCEPT -'BLE TO Cl'�Y---. TO HAVE 5 DEFP-MAN1JOLL--m-,--� 405 . . . . . . . . . . . . . . . . . . . . . . LL STORK DRAIN BE MODIFIED- ... .... ...... . -77-7-77-77-1' ... . .... /'; �7. ... ........ d j Q0 4Q0 _j L . . . .... .... .. .... ...... ... ... rAL: i 69�85 1 V: Lt 'ALT A ... .... :IE=396M (15-.W): '4r Jo ..... IE-39510 N] L=385. 0 . .. ... .... ... . .. . . ... : �15 W) . .... .... ..... _6()69 �(ALT: . . q 395 . ......... . 395 Ss —0. 11 9Z) ... :3 7 .... .... PROP� SSMH 1;0C LF .32 tf�� STA. 172�011 11' T 390 / S-1-(YO075 '15' . PVC 7a�-IQ-003t Ic X 5 . PV . . . X SSW.H 92 \ --PROP. - SS M H- 903 PROP. SSM. IE= 392.98 (EXJ,—?-14E) 392.93 E mil 90 -- . . S5MIi 90A PROP 'ErA: :,LM+85. , STA. t6g�62.: 22' RT 22 R STA. 168tol_ 11' L T IE=E- 392 35 �15:E 15' FVC !1- 392 19 '),*S) 2S 15 S) (Ek 1 E-3-j 95 1, S'El �r- 392 05 15. W �--397-35� 5-E) -,92.1 t=392 2 pu-G Ac 392.89 ((EX 1,--Sw) INIiEFTS PRiOR - T-.-.- FOLLOWING To CONINECT!ON� ;1- 392.17 EX. ! CNE i !E=392-37(K CS! VERIFY INIERTS P.R!DR O CONNE TCTIC*4 r. P L L C H-1i I i�� r T G, 01 P--,% CEPTOR SUNSET INTER 3/'2 PHASE 3 RothHill =K t-Ez- T I SEATER PLAIN A1`JD PROFILE 20 FT NE BOULEVARD S/N J-ZJ-S ' Kam'(; ES Q B t» '1P 551.E '668 L -T7pN OF EX SEWER'- •{"- LOCATION OF SEWER SERs TO BE DETERMINED ..�.. ,A;,Sr;�=uta SERVICE TO. 13E 7ERMtNEO - �� PROP.55lAH �q61 //. ✓ . .. c A- - -- - - lol / -.-; - - - - - - - - - - _ - 86 --�- - SSMH ')--:.r. DRIVENA•--�� i ,; J- .: i -- -� - _ .t_ -. ♦ !� -'eEa B -- - I --- - = _ =J-- -sr- - z - �` - �c �arenau °QE _� --`� it l5/ =A--- 1. M_.•.rc1.F1. -.rp" I -_t `-_ i r.-- - - - ems, _ '_. _.�s w t - 1 t E \ /•_R \ ry' �- ... - . : tt, _ �`.�- UJI { S IA. D < -s 5.N ._. .. R IN / -�1! q - "- - -4J-_• ++-AO`-_V 1 A� w (. flnCY. Lrv-) Z�.c. A AC w >t�FFtjT. LLi) �� iJ . �- -t _ ._ CASI\ r .E:.. A _ / - __ _ UJI 9pC -- - ?i -„ PROP.SSMH B7A ' / -- �� �jj �✓!�����.a / i PPROX _o¢.) !V _ eu,'bct rE.low e.:.0 it fir• - - ` i - /f -f _ 0 = 72+00 l _0� 174+00 'i i 75+00.. SSMH 87y - �� �../ ,` Y - \ i 173+� -_ _ t,_ - vuS49_E u 10 _� - r EXSSMH773 -� -� ����� .� 246A z ,As�Eo -,IF c"f w/ RP.0 �� / / � J ,a• ss i __. co _.-- -- - - - - -- ---- ---- - ---- - -- -- --- -T- r 'ABANDON FS(. SANlTA J ;i'�_. �' g a CONaJECT EX. SEWER I Ex. C<Tv & TEtE /l/ y� T�' _ - 9- m SERNCES (TYP) 1 AUE MEA,cR "`R 'M SEWER BE S 87 / s / (A?Pe°r LOC.) xx OA LA�rLG D!n ; cAN-__`-G__ m _ _ AND PR9 SSMH AFTER/ T•-���-�' i =c-'1�'- -° --=r '.� t-.._PROP. SEWER 7N � VICE I (/�cRur. toc.i W�L ��uarr -- Zw , --L _-- -EX.SSMH 88�.0 SCL-------- > ✓`•o °z'� L:�rossi4�__" _ j - 'ro `},'____ �� �_�� �,��. -_``-�x�&'�[w.y_ i� ABANDON EX: SANITARY fn i. Tv-�s-"`+-. N�NSFOR.,R LT SEWER BETWEEN'SSMH 89 6 x 17) - - - -- - `V 1 rX c-A x 51�, (A°Paax Itcc�JA>_ AND 87 AFTERPROP. SEWER lF7 y SANE tf+a:` SER14.CE� - aox_coc)j ABANDON EX- SANITARY SEVO_ - \ BET`�N SS�lti 167 AN[1��SSn•.. urulEs rsaftvAic«sMDiNr53A5ED URcw'+ZcnPM RECERE�Faw r.E R-ss�c `-ur, 3 t�DR •. r ,wa;'=cr<=APE,.R,w.. rcaocaw.c svvErca^LcrEn er Po:n rr: ;__ -. - - ..\ ;C \ _ % , J/ j' AfTEh' PROP/�it SEYF,.R iMNSER�iCE _ _ f/ EMOL£E1LAC fiA+D U�(' A i GAtW N±+'�SE COOT tES i`fFiE PRO'nDED Br 1 t% -' A(TT.EPS.iEID IOUR.G 610EMiFMBtE."'Fii9ft50. rrp5E U:i:lE5 E5;¢utE5OE 1K_ i �R6p�,y,=M k°Sc;IArJPOGFwlMC 511{ttEi PE'nfQ3FEJ dY BF%.FXrAgy. iME OEPftSFSiCRL P1 CRO.SSa('S St4MitA'1EP LEAJF '�'r EWECTEO LOGnOMSIh-iIE U: LrTEiic.EfE fc,OIOC i.EO NAS Mp:PWSW'_. up UWJM 'j Et...wEEY.. TC OR i2 COMSIAtaff ,iOM M1S SURhY tIMTS A.£LEYEPALLY NEiT r AT'gM 9 S .EY OF LM1 T EIEVAiLY6 FOR AOiA(Drt CATCH 3ASA5'M FU7 TINT Mi O(dATMXl6 M / aj. tCUipMS PPOVOEDMTME iOPUili,WliC gyiiEr.LE�fR046ERGERA6w rr:.+EER2 F+C w rE„p < DFS:ATOM 19•]S OR St;.CE: BOLIf:MO, BUi LICiWE TFEE SAWTAAT ir'AER AV-a-f SCAE iTOPL MAt.CROSSlA'st ARE 9LY.t. Ai AS.LJLIEO OEPI,6 ALLOTERUTLITY t� OEMs":xuiERAI MO SER/CE EOUTKYIS AF£MJi S•A'M fACFJI NSfiR 'If'rCd.ID BE AItWQia>•lYEh i:a'.YXS'6}•60 NO t69•ry Oh SF35Ei 30.A.El'hiJ Xf1 KE IE STArICNS 9 CVOSSM:S n 111E°P U.Yl=SM"`NN AT MI r DME _ACTT EPM Of T:ESE .ENT RE±E W Y Y ACpr1,M31 UTILrrES N'lbv PE PD11TYAv, EiMEP l: i 04 AiY..mLArED. 1T.M0 AM, .'a.' OM p„YV A'rEM,.E D2 JRANWO$ R°1-"NEv rR011 �rtLEA•ABW vX'_IiJE CROSSnGS M RDT •Up 4 A: T� TE iK CdRM: OR L�yt BE REy+aG6E TDQ uiRLYY{r �1 %' ri //� i4Ai 4EE ND: S•+L Q`I t`:Ei LAAWIMiS. PCi�i O.•r'.:, 4�J FYtUYR:Y dA>CUbES rOR �+E 1.: a�E FR31E^ tlGrS.'MfCH POM KL'S i+E FlE AitJr40F U'l:rY G:OSSK:S PR:P i0 �MSrRUC'OM p t \ / �i .r�.•.:a 4. �st-s�a'...a'a..cF, xad ....ti•c�+c.><asn..mra...r: �ena< -" ,s§ - , i' Y Q� • r^ Q id- �.. t.�TL2+.x_-�,:���.xAYR.: r..•lx-j J C / j' / P P N fgTE Cp: TOR Sn41 DEVFLOG SENzR 3YRASS C1 '� �P, FIN: w11EM COMrECTwG 1p ExtSTEG SW TARP "O .. T - SETERP 5.A:D.VJEEUS NOTE: CITY TO VERIFY LOCATION ca+rR.rt "O` OF SIDE SEWERS . : er ury �,r„: ...... :: . D EX 25Q10.. - ( 99-i.: 1 145ac'.SC):II -. ....... / 'fit.. '�'T.t / ��167S/ n ' .. . ..-.. ...... ... .. .. ...... .- .. ... ..... ..-.. ..-.... -.. .. .1::1 .j:.. .. ....... ....... ........ ........ ........ ... .. :.:.:. ..: :. -: -' r ,�_ ., .. ..os - . . r 405: - E. . - .. -�l .: . - - --- - -- - - - - - - - -- - - ... .... ." i .... ..... -... .. ....- .. .. -. -... ..-. .-... .. ...... ...... .... ... .. ... .....--. .. -.- .. .. ...... ....... ...... ....... ....... 1 Q 55' n 400. _ 4GO - _ .... _ ----.. - ._-�0.006 - _:. - - - - � -- - __ - ..: - - ---- - - - - � - -- -- - -ROB.: SSIAH:.868 .. ..... .... - ... .. .. - .. .... .... . . S o ... ... ..... ... ROP :55MH-87A::: .: :::AX SSMH:87 .. :. .... ....... ... ..... ...- ....- .. .-....-. IE 404.26'(S h),. '- .. -.. ..: STA.-iJua„7.�N''LT. _...".STA. �t:75+38.-44'RT-. ... .. ... :. -... .-....- (S'SYQL7 ::::: ROP: �M-1 S5A : - - �. 1E=303b8 (1 .: - :. -. ..... .. - ..... .. ..... ...... ..... T ..... ..... _ .. .... ..... .... IE=399.55: (15"E)::.:: ....1E=400JD: (EX.: 8" ):: :.... :.. .:...:.:. . .:..5Tk 175+89�:44':LT 'VERIFY INVERTS PRIOR-" .. .. .: .. - .... - .. .. - �i .. .....- .. ....:.. 7 RE7P: SSMH &78 IE-401.46 8.NE TO MM TION.:::....:' i�5_._�.� .. .. - - '-- ;AV r ms_ - .. . tE=40093' 8.5)._.... .. i'-400.51' 8'N ...- - -.- - - _ 395 : : _ _z,r , .. .. ..-..:.4-.. .( ) ...:.. ...... .395-- -.STA. 175+50. ]I LT.�- S .. 'r.>..�,. _ ...... .... I .. - i" ... I .... - ....- ....... .11J ...._ .--tE-J89.45- i5_W .-_. _. -PLUG-A, ABANDON F YiNG-..._StY�_ __ fIUC_k:A8FtN00N.:INy, Ri F- " 111'A I! .. � ) a}Ir Ot10 iE 399:�7- 95 ----- -- --- � - - -'� _.� .. .. :.......: ....... :: : JE=4CO:S6 EX.: 8"NEJ :.:::.: - � � : - - .:: � . :: :(E¢399.77 : IS'N .. - - . ..... - E ' SOUTH WHEN NEW '15'SEWE' ... ... ... - .. - .... - - ..:tE=400:59 EX.. 6-El .. .: - - ... .. tE=399.87 : 15• .. 7S.REAO i'!FOR 51=R.V,CE.: .... .. ... c; ({ .... ... .......::....:IE�400:51.(EX.: B'V�J-:.:::.: : -:: ... .:... .....: :.:: ".-.:::. ". .. ... ....:: 1::...- .-... - .1::_. ..... -. .. n i i.._.. .. .. ..... ... ... ... .. j :LL .2ai ice_.:._ - .. = ...... .......... ...... ... .. .. ...... ! .. - - . .. - - .. .. ...... . . S� f ,R �I i 1. I - :x' j 400-335 L1- ... .... ��, - Ic 397:OC ((75E) SL= 0. CC73. (ALT.: A i .. .-. -. .. .. .. ... ... ... SRAP_1 T OP SSMH �E7 � n0 � -- .. IE 401.s3 15 E `-1 3�� j5` PVC: " .::. :: - - . - :.. - _ . _ - S'a - 1 - is I. ...7+ i Src) tE-4C1 4 °-µ\ ;C+� 1. 75 374 i, Lr .i.: 3 .f- 3390: 9 € ). _} ]. VC - -=39a 77 N) .. - I '-PROP. SSwH SQc - - is 400. 3 �F-5) 13 LF Ir=3 67 i.15'w) .. j r: STA. 1.72 -01 -1-i' LT .. _ .: .. _ oc.. .. 15•W Sly 0092 .. .. .. t.S__ .. .. IE=396.10 (15'E) _ .. IE=396.00 (15•'Aj. .. - ... ... .. - .. .. ... ,. i -:.. -r � RC t = PHASa _ RothHill r_. PLAN AfC cRCN_= r.C, _ 20 ,L I NE SUNSET 30U1 _EVA • -- �� �-, -- --------- SW 3-23-5 'CfCA7ATZS-M�'�A � C�K ---c v W�AT E,EA—S f A0.-W W- T-1 E— .11 j-1 AVU E sows--CMe1 CRO55MG Tw.i ARE I SMD\Sl % lk' SEMEA--Fs NOTE: CITY TO VERIFY LOCATION OF SIDE SEWERS p w --$SMH- 2t6A Lu w------- 17g 4o +00 ------ ABA', AC j- Ek EX,SSMH 174 --A ABANDON EX. SA 11 BETWEEN SSMH 167-AND 216 59,-&G- 'AND5CAP;N, 4, AFTER PROP. SEWER N SERME 85 7 q 7 -7 7, 7 q 4 405 < 95 S�—o 00 \15" PVC EX. SSMH 216-----' PROP SSMH 216A .179✓-41, IS LT STA. i.77-6. 11' LT I PLUG & ABAND014 7)AE 'OLLOUNG; [E=403 05 (EX.8'5) -rojn-ea,a f tn e., C SUNSET INTERCEPTOR PHASE 3 Nw� RothHill '20 r� L HMEq PLA ND PROFILE N Ar L ----------- I Ic 3-9 1 ---- ----- _; - ---- --- -- ------ KIE SUNSET BOULEVARD SW 3-23-5 THESE DRAWINGS WERE PREPARED FROM A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL DATUM ENGINEERING (BASED UPON A PROJECT UM WHOSE COORDINATES WERE PROVIDED BY UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTILITY SERGIEWASAM ENGINEERS. INC.) AND A TOPOGRAPHIC SURVEY PERFORMED By BERGEF.'kBAM H PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTMI"'ES, ESTIMATES OF THE mp �p� sr�-­j � � Ti ENGINEERS, INC OR ITS CONSULTANT ROTH HILLS SURVEY LIMITS ARE GENER-RLLY WEST OF STATION E KPFCTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATMIC WAS NOT POSSIBLE. AND UPON TZ 6 162-60 AND EAST OF STATION 189. 75 ON SUNSET BOULEVARD BUT INCLUDE THE SANITARY SEWER MANHOLESBETWEEN STATIONS 162.60 AND 189- 75 ON SUNSET SOVLFT-'Rr, AND BETWEEN STATIONS LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM 8ERGER;-BAM. ENGINEERS. W. IN GENERAL, LATEP--i AND SERVICE LOCATIONS ARE NOT SHOWN. EXCEPTAIIERP THEY COULD BE -A E .1 0 AND 200-OOONDLIVALL AVENUE THE DRAWINGSRECEjvED -ROM. S-ERGERARAM INCLUDE IDENTIFIED THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY LIVE OR ABANDONED. PiG�HT -OF •IN41 AND PROPE R TY BOUNDARIES FOR THE F N TIRE PROJE MITS WHICH ROTH HILL 6 �j y [HAT -,RENOT SHOWN ON THESE DRAWINGS. REFLECTIMG ON THESE DRAWINGS II�IIIII�{III-- I r II I E, T 1,\14; E X-f-S-MAw DF3-- - PR H + Sr 7 :3 uj z AIIX,1,1011SAN SANITARY BETWEEN 1. > : z 1; � I . - �c. V. - S= < t; 1 ';� I I AFTER > "'i3v... x" IN SERVICE 7� il 0 FIT It 41 T L L Al Z, 1 Ek.SSMH po C) TL#221600-OGIC) M -21 12 1 S$MH 7 ZI TL,#109400-0180 N A cl) -10 C14 W HCUSt z i� I C Y= uj z H GM -4 DUVALL AVE NE j t ---------------- 9-ae"ED Ab.NDwD SS � GAS (APpRox. Loc) 10C- MN Lam) EX, CAS 203+00 —0 —Trn -rn J, PROP.SSMH 72C Ei. T-----E 4— A' f T T- -Z 17 -c APRROX LDC t Z- El. -,_L. TLk8979007.7777 Y032.05-9299 Tt it' 3 2 36' - q .4 415 52 t-F .. .... 415 252 ■- -- — - - - P VC, RVC PVC PROP -P'Vc 410410 PROP[ OP Ssf- Q_C__,4 STA: 202r76: SEX. 7 2 LT STA 199477, 29 LT 729 f-­4;5.59 (8'5) 2 '41 44 OP SSMH 2 8�- 1 .2 ZPP OP. SSUH. 17_A STA. 95+15. 25' RT IE=412.86 (N.E) 1-- 4 1 8-N) :E= 7,70 (E X 5 A 195-i2W1 'ER. Y INOER JP. �LUG & 8AJNGGN THE FLXLO'&.NC;: , !N11i:R's Pn12 r 4 (1- X. S-) TO ClNNFCTi0,N H. I I E r. g i r, e e ,I P a r i n e s L i F i SUNSET INTERCEPTOR PHASE 3 RothHill F� 20 WER PLANI AND PRO,IL DUVALL AVE NE F, 1 MANHOLE 90A DETAIL 10 NES �2MANHOLE 90B DETAIL V NTS ool r4MANHOLE 87A DETAIL �5MANHOLE 87B DETAIL Q-01) NTS Q_0_j NTS —Fl-a"pvc IN \_A -X.8-PVC (ASPADON-D) EX, VH­ UNKNOWN-. RECHANNEL EY. TO F. X.8 . -'C CU i-, ACCOMMCCA T= NEW FLOW DIRECTION E1.3'-VC :N (2:)EX. MANHOLE 87 DETAIL 1\ 1 O NT= Roth H.11 E-n& ;,.Baring P a r I IT e r. s , L L. 1 K. RothHill %.,_1 SEE DE 'His --,I ,dab, PC 10 Ai !FR idlb- 14 vi 0 w E 8 L-EX. 12 'CONC OUT 0 3 EX. MANHOLE 90 DETAIL O NTS EX 10 -CON' IN -X. PIPE —0il- IN 11',E CONNECTION VH_z UNKNOM_,� i _('N cI '-,ONc cur 'Ek MANHOLE 92 DETAIL 6__� Q-01) NTS �8MANHOLE 86B DETAIL Q_0,) NTS 'pvc RE -- ri NEEL =X, c Ni:7w , w NOTES: ROM AC 1, ALL MANHOLES SHALL BE CONSTRUCTED PER i ANS, SPECS. UNLESS OTHERWISE NOTED LC. Z THE MINIMUM CHANNEL DEPTH IN MANHOLES SHALL BE 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 1 CORE DRILL ALL NEW INLETS,101JTLETS IN EX MANHOLES n pN. N 15-SEw-p lAc­ -JCR SEWER MANHOLE CHANNELING DETAILS I FABRIC , . !- - , - TER A IF 'Ai :5E STAPLESOR R, jAsFz.c Yo ;RE 2' P., In'c c" C`- r�V A';ql E uA. IMAL 2- B, 2- By 14 'A, T---j OF -Cu.1 2* 0' :RcvtDE 3,;4- ' - ­E" S" GAAVEL BACKF­ 06N BOTH SIDES FABRIC ON THE SURF=cE 2'Y,000 POST �� STEEL FENCE POSTS. BRUSH BARRIER NTS NQTES I Fm _fT "Ei —ARG, FROM A I ME TRE­Y,AIL BE 1-F,: d) rR. !iiETIIIIENl OAP mA`4`ER ___, ­iu A- 3DPE Sii K.QEN IAR M "CE IIAE IF MTER IABR,C FENCES SHALL iiE RE-l� -El 7,iC. HAVE SERK Tlf ol .E ��_ RE, � B(7E, SECT(IR .11ER— It- — IE-TI, T. FENCE � 1. 1 'ABRi'_ 'E�_ 'l AFTER , " LEAS' -1. NxIRInG IF 15KPI M LESS x ME 9- If uAJE P.RTiELES 91.LLfll TU AN n,E US 51A .' 9EA NO +FYE0IATEE• BE EQUAL 10 IIP 9YIUER N- THE YVf SIZE -1 51. 1 1- S c- ­z �R FABRIC FENCE DET,,r!- NOT TO SCALE -CIE 9>SE SEIIoN ------ 7_ ELEVATION 14ST-LLAncr4 A PIPE 9 OR -�5 C.�PECII.D_ 9- 1:111-T sz­c,qs LEj SJIE u.. O"'L 1 91 USED WERE PONOWC Cf SM 17`R k90-l" CB WILL 131 CAUSE PROBLFJs -0 -IRE CIRFLI. ,L N01` PVSIL&T N EROSION OF SLOPES. 17 ca MSERT BOTTO. CATCH BASIN .SERT S-All- HAVE 0.5 CF YIN STORAGE `OLUVE THE MEANS TO DEWATER STORED SEDIUENT, AN OVERFLOW. AND BE EASILY _TA.EO CATCH R-4SJi,, INLET PROTECTION DETAIL NOT TO SCALE SUNSET INTERCEPTOR PHASE SEYy'Eq?AANH0LE DETAILS- & TESC DETAIL-5 NE SUNSET B01AEVARD 4/13/2005 8 11�0�01- apUp�0Up0=e _ I i I L— 4 ..nnc I Nl Is,, a -) A TOO- tD AfA rl+V rOA4Y1� '_^_^ wC- NP el a DRoce+%) w EaTAi } U4 fWjIQ NO [OaFP fq! SAn-:AVY :'. a2FLIEJ "A'AER' 1 MANHOLE FRAME AND COVER NOT TO SCALE MORTAR FIT! E MANHOLE FRAME AND COVER 'E DRAWING BR29 (5P PACE B074) ADJUSTMENT ( - MIN CONE RUBBER CASKETED 0!NT5 In ACCORDANCE WITH ASTV C-, _ STEPS - 3/<- DEFORVEO 9 - STEPS SHALL BE INCLUH' A CONCRETE RISER Bc P!.I-- 0 R A?PROVED ECJA� VAX. PIPE SIZE - -E LADOER-STD. ALVVINUM CR GAL'JANIIED STEE_ CONCRETE SHELF PRECAST BASE SECTICw OR CAST IN SHELF rag UH av- , E MIN. I i Ml9 1I Ia" VII: Sa MH 1 5a 1 8" un- �5a5- Mln I 1 1 -D. I D Nlz el ],. C. St<-r a3 ✓" c Y H 'aITE i :o:Aw: - - _ I' \ r 1 ISAI P� ON �. �."� ,jl 1 -A+ I AVE 'Ji V Y. .. I-- w /' 'NCH 5,a• �#.S ,5 ( Su(xt YSJhBE] a.'o': mE'S•C•:':�.I ay.nl `--•xw._rro ax.'sHE;, sae+a+c CJ1 AND PANEL REPLACEMENT DE t£RUIN I TIDN. FU'_L CEMENT CONCRETE PANEL REFLACEVENi- TOR CEMENT CONCRETL SI.RFACE STREETS, _ MIMMUM RES TURARON SHALL BE FU:.L PANEL R _ACEME.NT. IF ONE OR —1 Or THE FOLLOWING CONK ICNS EXIST. R I wt ra"e' I Rw.—A �Pta•aK (M ___ vI,.A o..r vo�a erpl� i 15veraa 1' n . Aa .0% R— ------- E.c t Cmel:Pn (DPae a.l a+D/a rn Pea Pr�nc:qd. Mnr. ap r r CBD onG ar Iva rwir Y.A If I..niTl>ur ( Y penal -area .x De petcnrC I! IrwliY-ly (24) m Ppmd nttOa IOrDe' Pa IF— I J •CDT 9ACKFTLL MAI BE USED IN LIEU OF RESTOPI.NG EXISTING RIGID BASE AT THE LISCP.ETION OF THE ENGINEER. TYPICAL PATCH FOR RIGID PAVEMENT PAVEMENT PATCHING AND RESTORATION DETAIL NOT TO SCALE 2" C I A S,, ,._ .. 1 I i Roth Hil! cnxir,a_Ilnr Par;ne,_. tK - I It, — I i R A ■■�Y■ ■{^�■1 i ■1 o t ■ ■ ■ ■'' d2t533 1_33 Fa' +2is._ . _ IMIN IM i N I MIN MIN. QIN --- V:N. �— _- It '8- 2- SAWC'al ANO REMOVE OR GRIND. SEAL W' ARADOGw OR APPROVED EQUAL MIY. Il I \\..ACP CLASS `-5 CROSHED Si:P.FAC!Nr TOPiCOUPSE EDG; OF PAVEMENT, - EDGE OF CURB h GUTr+R OR CENIER OF LANE L. _ `WNIMUM ACP CLASS 'E w '9 tNICKNESS 9 ALL S'' PRINCIPAL/MI.NOR/COLLECTOR ARTERIAL STREETS R wDL,5l.I ACCESS STREETS - 6' ACP CLASS •e' OR 'B' RESIDENTIAL ACCESS STREETS - 7 ACP CLASS E- OR 'B' NOTE: UPON REDDEST CK ENQNEER. NEW ROADWAY PAVEMENT SECTION MAr BE DESIGNED USING A>I APPRDVED METw OO FOR EETERuTNIIIC —1E.E IT TIDCKNESS. Or CURB OR 1F PAVE .O1 CC .,3. 1- U NL_ CRUSHED ROCK. FLOWaBLE FILL OR A5 REQUIRED BY ENCNEER TYPICAL LONGITUDINAL PATCH ANE vVEJAY FOR ELEXIEI.=_PAVEM_ENT NOT TO SCALE IMIN IMIN r MiN PAIN MINI I I i C;, LA.» B 5' CRU i D - R jFIC v. LA,C` - L_I_ YBPW 1 .L BPW i 6' 21'l D'NC YAER r-�E CI "PE 4ALR M i _ __ , —LES 60' ALLO'W'AE,: -AA. FOR CAci IP.ON PIPr OR OIICHLE IRON PIPE. t I. ]: 5 MIA i / IE' 000 IL G CONCRETE KING }- / / N�..CAN BLOC a`o-- 2_X wri SLCK E" 9'J OTLET TEE I SE NER MAIN N SEWER MA fi' u�N. m r' RFT B KIN AN+F —'CAL VO•" SEWER ii'V4TIMi OF TEE AT M.NII OVER 25 DECREES ELEVATION _ NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5 LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. STANDARD SIDE SEWER, INSTAI I APON I,S( W'ER MAIN TO PROPERTY LINE) NOT TO SCALE EAISIITIG _._—' WATER «an \ :�- M,.n -•ER^GAL SLEE E RED::+RED AG rG RI 1R5NEELSL'F O 0' + rV'IUc —O'T_L...- P. __... I SUNSET INTERCEPTOR ; 41/13/2005' PHASE 3 DETAILS Hobson - FW: Hydraulic Modeling of Potential Improvements for Sunset Interceptor Phase 3 Project �N Page 1 From: "Goss,Kevin" <krGoss@rothhill.com> To: John Hobson <Jhobson@ci.renton.wa.us>, Dave Christensen <dchristen@ci.renton.wa.us> Date: 09/09/2004 4:07:56 PM Subject: FW: Hydraulic Modeling of Potential Improvements for Sunset Interceptor Phase 3 Project. > John, Dave, > This email addresses the results of additional hydraulic modeling > following our last meeting. It also presents some of the cost analyses we > have done. We only addressed costs on Sunset and Duvall, not for some of > the piping and/or lift station modifications that are evaluated in the > modeling. See below. > My hope is that there is enough information here to allow you to determine > the approach you would like to take for these basins as a whole and that > we can agree in the next week or so on which configuration of Sunset and > Duvall best meets your long-term objectives for this area. We expect we > may need to do a final model run to confirm the concept, expand the > current unit cost analysis to capture the "final" project scope, and > prepare a draft technical memo for you. Following your review, we would > make final adjustments and have the final technical memo and plans ready. > We have already discussed that the utility locating subconsultant was > outside of the original scope. Otherwise, the project has progressed as > anticipated in the scope and budget. We have received a number of > drawings and a fair amount of storm drainage information from Berger/Abaco > and have incorporated several portions of it. As John and I discussed, it > doesn't appear that their plans have progressed to the point where our > review of potential conflicts is value-added for the City. We are > approaching the budget established for this phase. If we proceed with the > course described herein and we don't need to make too many more changes, > we should not exceed the current budget. We will need to complete a > contract amendment for the utility locating. Does this need to be in > place before we can bill beyond the specified limit in the contract, or > can we address this in an addendum to add the balance of design services > to the existing contract? This is a somewhat optimistic question, but > John has indicated the latter might be forthcoming. > Modeling > I will be somewhat informal and simply forward you an email we developed > that presents the results of the additional modeling we dicussed at our > last meeting. > -----Original Message----- • From: Goss,Kevin > Sent: Thursday, September 02, 2004 5:13 PM > To: Brodahl, Erik; Slifer, Scott > Cc: Goss,Kevin > Subject: RE: Hydraulic Modeling of Potential Improvements for Sunset > Interceptor Phase 3 Project. > After discussion of the routing of the lift stations in the Sunset > area last week between you and Kevin Goss, we performed hydraulic modeling John Hobson - FW: Hydraulic Modeling of Potential Improvements for Sunset Interceptor Phase 3 Project. Page 2 > using the Mouse program for three new alternatives. > The piping shown in the attached drawings is color coded by Q / > Qfull. We assumed that the pipes would be designed to be a maximum of 80% > full (Q / Qfull = 0.8). Piping shown as blue is within the 60 to 80% full > range. Pipes colored green, yellow, or red are above 80% full, per the > legend shown on the drawings. The DOE Sewer Design manual does not appear > to be very specific about the definition of the maximum acceptable pipe > design capacity. As we understand it, the City's own criteria is to > design such that pipes are a maximum of 80% full. Q / Qfull corresponds > to a flow depth to Diameter (d / D) ratio of approximately 0.76 (not > taking backwater effects into consideration), so the selected Q / Qfull > criteria -of 80% maximum is slightly more conservative than d/D = 0.8. > After sizing pipes to be a maximum of 80% full, we checked for pipes that > were surcharging by reviewing the profiles. Although the model showed > that all of that the pipes are within the 80% full criteria based on flow > rate after the initial improvements, a few of the pipes were slightly > surcharging due to backwater effects, which we addressed. > The numbering system below is continued from previous modeling > scenarios, and the following text describes each of the most recent > scenarios: > All of the piping diameters in this email refer to approximate > internal diameters. For each of the following four scenarios, the Summer > Wind Lift Station (L-24) was abandoned, and we assumed that the wet well > was rechanneled with a gravity pipe added to direct the sewage flow to > Stone Gate Lift Station (L-27). The pumps in Stone Gate were upsized to > 540 gpm (1.2 cfs) to match the peak inflow during the 20-year storm event > in the Ultimate (year 2030) model. For all of the following scenarios, > the 4" diameter force main would need to be upsized due to capacity > problems to 6" diameter (6.1 ft/s) or 8" diameter (3.4 ft/s) depending on > the City's preference and the desired pumping characteristics. > In each of the scenarios, the piping improvements to Sunset Blvd. > remain unchanged from Union through MH 5303173, just east of Duvall. The > common improvements are a follows: Upsized to 18" diameter between Union > Ave and Whitman Court, upsized to 15" diameter from Whitman Court to > Duvall, and upsized to 12" diameter from Duvall east to MH 5303173. There > were also minor routing improvements along Sunset in a few locations to > improve the hydraulics. > Scenario 4A (run prior to the meeting with John, Dave, and Kevin on - > 8/20/04): > For this scenario, flow downstream of Long Lift Station (L-32) was > diverted from Anacortes Ave NE to avoid downstream capacity issues by > removing the pipe to the South from MH 5303017 and adding a new pipe to > the east connecting to MH 5303070 (which diverts the flow to Duvall). A > new upsized force main was added between Stone Gate and the current > discharge point of Summer Wind (MH 5303127). Note that force mains are > shown as straight lines between each of the lift stations and the > discharge points in the model. > To accommodate the increased flow from the lift stations, the piping > in Duvall was upsized to 15" diameter throughout the entire length. The CIco L.r d. 7 2L.Os c7z� iFi' �3 a lzo�cov Z 400 (-r &&/ D�vA,..` c're,i c✓r (51�4z4/pr- A OI71LCOO g00 LF 10 ,Jr> oPC-a i LC -0 250 /r-r Zom� cop Soc i F ai AAF Z3 ae eGe1.l LC P zco/rr �I25� moo -T-r A I :4 z_), + �lewFp� John Hobson - FW: Hydraulic Modeling of Potential Improvements for Sunset Interceptor Phase 3 Proiectt. Page 3 > biggest advantage of this alternative is that most of the North -South flow > would be focused on Duvall, limiting the major improvements to one street, > which may be the most overall cost effective solution. A significant > drawback of this alternative is that due to the increase from 8" diameter > to 15" diameter piping, pipe -bursting may not be a viable option. > Another option that was not explored in detail is that it may > possibly be more cost effective to extend the new Stone Gate force main > all the way to Duvall to avoid the capacity issues in the gravity main > between the discharge point and Duvall for this scenario. > <<Scenario 4A Plan View Qfull .emf>> > For the following three scenarios, instead of Stone Gate discharging > to the current Summer Wind discharge location, a new upsized force main > would be installed from Stone Gate to MH 5303229 (Field Ave NE). > Scenario 5: > As in the previously run scenario, flow downstream of Long Lift > Station (L-32) was diverted to Duvall. All of the piping within Duvall > was reset to 8-inch diameter. > The attached results demonstrate that the piping in Duvall would > still be undersized if the sewage flow from Long Lift Station was routed > to Duvall. The piping downstream of the new Stone Gate FM discharge > location in Field Ave NE, and in Sunset Blvd from Field Ave NE to Duvall > Ave NE would also have capacity issues. > <<Scenario 5 Plan View Qfull.emf>> > Scenario 5A: > This scenario is the same as Scenario 5, except that the piping was > upsized to address the above -mentioned capacity issues. All of the pipes > within Duvall were upsized to 12" diameter, except the final run > connecting to Sunset, which was upsized to 15". The piping in Field Ave > NE from MH 5303225 south to Sunset Blvd and in Sunset west to Duvall Ave > NE was upsized from 8" to 12". One pipe run in Sunset Blvd east of the > Field Ave connection would also need to be upsized to 12" to avoid > surcharging. These changes addressed the localized capacity issues. > > A main advantage of this alternative is that pipe -bursting from 8" > to 12" along Duvall would be more feasible. A large disadvantage is that > additional piping improvements would be needed along Sunset and in Field > Ave, in addition to additional force main work and the Duvall > improvements. > <<Scenario 5A Plan View Qfull.emf>> > Scenario 5B: > Since the City expressed a desire to avoid piping improvements �q,p� �F /JE Z(o11 Op�u e� sop 12G cc,) I� i— 'N 6 40o Lr- iu LJE Vt!L 4117,4jo oo L-4CC t"p W D✓✓si.` kipLy43vO 4 744,L000 140o &-p '0,-+24,00 0 1100 LF ,� S✓► Se-r L 341, 000 John Hobson - FW: Hydraulic Modeling of Potential Improvements for Sunset Interceptor Phase 3 Project _Page 41 4co LG OC- Z-10 O cpY(f Vaao 'd /Z o oc o > within Duvall if possible, Scenario 5B diverted all lift station flow from 1"r- cF Fiu.D > Duvall. The piping configuration at MH 5303017 was reset, such that flow 4-34j-0 > is directed south to MH 18 (Anacortes Ave), and not to the east. Under > this scenario, the piping in Duvall was again reset to the current 8-inch > diameter. The pipes in Field Ave NE and Sunset described in Scenario 5B a -341,- Z, > remained 12-inch diameter. Under this scenario, the piping in Duvall /gJo Lr- A.acei-7ES oyca/& *moo > would not need to be upsized. However, there are significant capacity -10 > issues in Anacortes Ave NE and downstream towards the connection to Sunset '73 OO° > Blvd. 4 > <<Scenario 5B Plan View Qfull.emf>> > Cost Analyses > We anticipated that we would not know the ultimate piping > configuration or construction method without consideration of the costs. > In order to avoid preparing a complete opinion of probable construction > cost for every variation of each scenario, we agreed to develop "unit' > costs for each construction method. This reflects a tradeoff between the > value of having the more complete answer and the time it takes to develop > that answer. The method we took was to take two "typical" segments of > pipe (one on Sunset and one on Duvall) and develop an opinion of the > probable construction cost for both open -cut installation and pipe > bursting for each. I was particularly interested in which method would be > more cost effective for Duvall, considering that our experience has been > that pipe bursting is more expensive, but that is offset by restoration, > traffic control, and in this case probably dewatering costs. > On Sunset, we looked at the three sewer runs between SSMH 102 and > SSMH 98. On Duvall, we looked at the three runs between SSMH 202 and SSMH > 80, including the run from SSMH 199 to SSMH 284. These two segments are > not generally comparable to each other, but the evaluation between open > cut and pipe bursting on either street was intended to be "apples to > apples." These segments are intended to be typical of each street and are > somewhere between the most and least expensive portions of each of the > respective streets, but they are not mathematically "average." Thus, it > is a stretch and probably not valid to multiply the unit cost by the > length of pipe on the respective streets to come up with a preliminary > project cost. That said, we did just that and came up with numbers that > appear consistent with our expectation of what the total cost of the > current configuration of the project might be. The configuration shown on > the plans right now remains from well over one month ago, showing upsizing > as described in the modeling above between Union and just past Duvall on > Sunset, upsizing Duvall to 12-inch to about NE 23rd St, and new 8-inch > northward to SE 100th St. That is 2300 feet on Sunset and 2800 feet on > Duvall. Obviously, this is not set in stone, as subsequent scenarios may > well better serve your overall needs. > I am not sending all of the supporting spreadsheets. I can do that, > or describe the assumptions made if you want. We tried to err only > slightly conservative, then added a 15% contingency. The scale of some of > the component costs can be skewed by looking at these short segments; yet > another reason not to try to figure total project cost from these. This > effect should be much reduced by looking at the complete project. Again, > they are intended for comparison of the two construction methods. *John Hobson - FW: Hydraulic Modeling of Potential Improvements for Sunset Interceptor Phase 3 Project. Page.S > For Sunset we assumed a half -street overlay for both pipe bursting > and open cut, as the road would have some big patches in either case. The > pavement is very thick overall (up to 24-inches in one spot). We assumed > 12-inches of patch where it was required. Obviously, the majority of the > savings for pipe bursting comes from only have windows dug down to depth, > instead on one big, long trench, thus less import, dewatering, > restoration, etc. > On Duvall, we assumed the sewer would be built immediately ahead of > road reconstruction. The only restoration costs we included were for > short-term patching of the excavations to maintain traffic during > construction. > That's probably enough caveats for now..... > The results were, per lineal foot: Sunset Open Cut, $634, Sunset > Pipe Bursting, $441, Duvall Open Cut, $424, and Duvall Pipe Bursting, > $310. > Next Steps > Please contact me when you have had a chance to go through this. I > was really pleased with the format of the modeling output, but the > profiles are more telling. Give me a call and Erik and I can go through > the results with you. Please also let me know what questions you have > about these unit costs. > Thanks, > Kevin > Roth Hill Engineering Partners, LLC > Kevin Goss > 2600 116th Avenue N.E., Suite 100 > Bellevue, WA 98004 > Tel. 425.869.9448 / 206.682.7426 > Fax 425.869.1190 > Public Works Solutions CC: "Goss,Kevin" <krGoss@rothhill.com>, "Wolf, Brian" <BWolf@rothhill. com>, "Brodahl, Erik" <EBrodahl@rothhill.com>, "Arnold, Melanie" <MArnold@rothhill. com>, "Maxwell, Katherine" <KMaxwell@rothhill. com>, "Goss,Scott" <SGoss@rothhill. com> John Hobson - Sunset 2001 Design Storm2.emf Page 1 i e 0 O O O O- ... O00 ,O»O'1 e„ ..0„ , O„ ' O"' • p" ,»O. "' ,»0,,,. wO °O ,�,�o-'•-O ON»O!� O O ,,., ,,.o,».,.o.,O». .• ... o o T ° »» 0-0 °on it----- o o•• ,.c.. o- 6 o'-o _• » . ._ ., r p o 0 0 O ,»p 7 John Hobson - Scenario 5B Plan View Qfull.emf Page 1 Ifeet] 191400.0 191200.0 191000.0 190800.0 190600.0 190400.0 190200.0 190000.0 189800.0 189600.0 189400.0 189200.0 189000.0 188800.0 188600.0 188400.0 188200.0 188000.0 187800.0 187600.0 187400.0 187200.0 187000.0 186800.0 186600.0 186400.0 186200.0 186000.0 185800.0 185600.0 185400.0 185200.0 185000.0 184800.0 184600.0 184400.0 184200.0 ■ 1.20 < ■ 1.00 1.20 ■ 0.80 1.00 ■ 0.60 0.80 < 0.60 O 0 0 Q / Q-manning - Ma)amum Sunset Ult In' Imp5B.PRF CW 8 00 0 O 0 0 0 0 0 0 0 O 0 0 0 ° O° 00 0 ° o 0 0 _�_ 0 0 0 0 0 0 CD 0 0 ° o ° 0 0 o 0 8 0 0 0 0 0 0° ° °O °° C 0 _ b- 0 -0 -0-0 0 0. _0 0 O 0 0 ° 00 C 0° 00000 O° 0 00 o ° 0 0 0 0 0 0 o cQ O O 0 O O 0 00 °o. ° o- 0 0000 ° 0 0 0 0 00 `q o° - o 0 0 _° o m ° 0 °0 OO O O 0 0 00 00 0 CQ O ° 0°°° ° _o0 a_:0° o o. O 0 0 00 CIO 10 0 000 OO o Q mo 0 0 00 0 0 0 ° Oo 0 0 o ° U�}�16S�1 1L14Z7H7(2YDO LI�Z�.IEu S � 0 0 00 0 O b- o ° ° c COS O O O ° O ° 0 -j O oo ° 0 o� o� ° �o 0 8° ° O 0 0 ° ° 00 0 0 o 8 0 ° ° 0 0 0 0 0 0 0 O ° 0 O O 0 0 0 O o ° o 00 ° ° ° 0 ° m. 0 0 0 0 0 0 0 00 0 0 0 0 00 O o ° 0 0 0 0 6o 1307000.0 1308000.0 1309000.0 1310000.0 1311000.0 1312000.0 1313000.0 1314000.0 1315000.0 1316000.0 1317000.0 Ifeet] I John Hobson - Scenario 5A Plan View Qfull.emf Paqe 1 1 [feet] 191400.0 191200.0 191000.0 190800.0 190600.0 190400.0 190200.0 190000.0 189800.0 189600.0 189400.0 189200.0 189000.0 188800.0 188600.0 188400.0 188200.0 188000.0 187800.0 187600.0 187400.0 187200.0 187000.0 186800.0 186600.0 186400.0 186200.0 186000.0 185800.0 185600.0 185400.0 185200.0 185000.0 184800.0 184600.0 184400.0 184200.0 Q / Q-manning - Ma)amum Sunset Ult In' Imp5A.PRF 1307000.0 1308000.0 1309000.0 1310000.0 1311000.0 8 00 0 0 0 -o O 0 0 0 0 °. o. o o CO °�rrf bvVA�L, vi'S1e^ 0 - O- O O 0 0 0 0 Cp 0 0----o O o 0B 0 0 8 O O O 0 0 0 °O ° 0 ° ° Cp ° o O O° ° O 0 0 0 0 0 O 00 0 m 0 000000 0 O O O 00 0 0 0 0 0 C 0 O O 0 01) O ° 0 O O O 00 0 O O 0 00 00 O O 00 O 0 0 O Q 0 O ° 0 0 O o ° 0 0 0 0 0 0 i 0 00 o O 0 O 0 o CD -0 0 O o � ° O _ _: O a .O 0 O O° Q -°��� a uPs/b�3: To /Zu o ,,r O° O 0-0 ° O 15kw ° 8 0 10 I O 0 00 O 0 0 0 va' O ° 0 0 O O 0 0 0 v?S�BGP To 2" O 0 D- O ,0 0 0 ° � o LI)o 0 p oR) ° 5 0 p o DO O O O O 0 O 0 0 0 0 ° o 0 0 0 0 0 0 O 00 0 O O O CD 0 O -O 0----0- O O 00 O O O O 00 O O O 0 ° O 0 6o 1312000.0 1313000.0 1314000.0 1315000.0 1316000.0 1317000.0 (feet] John Hobson - Scenario 5 Plan View Qfull.emf Page 1 [f eet] 191500.0 191000.0 190500.0 190000.0 189500.0 189000.0 188500.0 i(1111111111I 187500.0 187000.0 186500.0 186000.0 185500.0 185000.0 184500.0 ■ 1.20 < ■ 1.00 1.20 ■ 0.80 1.00 ■ 0.60 0.80 < 0.60 0 Q / Q-manning - Ma)amum Sunset Jlt Int Imp5.PRF a °° 0 0 0 ►.�=P�Zi,.l�� O O ° TM�S Sea�+ic O O 0 0 0 0 0 ° c 00 0 To �✓vlt� C O 0 00 ....0 0 O O CD o o r o 0 ° 0 Om O 0 0 0 0- $ o- -o -_ 0 0 a° °O ° a C ° n o 0 0 ° 0 ° 0 0 ° D 8 O 0 ° ° ° o ° ° 0Q7o° ° ° 0 0 O 0 O o- ° 0 0 0 00 - 0 O O 0 00 0 0 000 0 0 ° ° ° ° o °° ° o o ° O ° O 0 00 O_ p p _ p O 0 0 00 0-O ° ° ° 0 °O O° O ° C 0 O O ° 0 0 00 O0 a 0.. 0 0 'O _ O- 0 0 O ° 4 -0- c� 0 0 O 00 O O - . tom- O 0O0 0 0 O° 8 0 000� ° 00 0 0 O O 0 O O O ° 0 O O O �0 O O O� 0 ° O O ° 0 � ° � O ° O � ° Cb ° O ° 0 6 O 0 0 00 0 ° 0 8 0 0 ° ° 00 0 0 ° o 0 0 0 ° - o 0 0 o O o 0 �b o 0 0 0 o CD- 0 O o 0 0 0 0 00 0 O 0 0 00 0 � o 0 00 0 AO �c,�rE -rs0 QL D AVG 1307000.0 1308000.0 1309000.0 1310000.0 1311000.0 1312000.0 1313000.0 1314000.0 1315000.0 1316000.0 1317000.0 [feet] John Hobson - Scenario 4A Plan View Qfull .emf Page 1 [f eet] 191400.0 191200.0 191000.0 190800.0 190600.0 190400.0 190200.0 190000.0 189800.0 189600.0 189400.0 189200.0 189000.0 188800.0 188600.0 188400.0 188200.0 188000.0 187800.0 187600.0 187400.0 187200.0 187000.0 186800.0 186600.0 186400.0 186200.0 186000.0 185800.0 185600.0 185400.0 185200.0 185000.0 184800.0 184600.0 184400.0 184200.0 ■ 1.20 < ■ 1.00 1.20 ■ 0.80 1.00 ■ 0.60 0.80 < 0.60 0 Q / Q-manning - Ma)amum Sunset Ult Int Imp4A.PRF 1a 00 0 0 ° ° .0 O 0 o M-L D�Va�L 0 0 0 0 0 ° �Ps��� lv �5n 00 00 0 O 0 CD ° ° °-0 O to 0 0 0 0 8 0 o ° ° o 0 0 ° cQ 0 0 0 0 0 0 O 0 0 00 ° 0 �0 0° 0 p p 0 0 O° ..0 O o ° .O 0 0 ° 0 O O 0 0 00 0 0 000-a o ° 0 0 ° 0 00 00 � 0 00 o 0 _ _ 0 ° 0 00 0 0 0 0 0 0 0° °° .- o 0 0 0 CD 0 0 0 0 0 O 00 00 0 0 0 0 00 ° 0 0 0 0 0 00 00 ° 0 -. O 0 O _ 0_0 0, 0 O O 00 ° n0 O O 0 00 0 o-- o o `.`p-O-o 0 0 0 0 o �° o o 0 0 ° O 8° -00 000� o 0 0 0 0 o O 00 0 0 0 00 �9 g. ° 0. 0 0 0 O COS _° O 0 ° 0 0 ° 0 o o� o CIIA O „ ,-ro 0 0 - - ° �0 0 8° /°' ° 6- a pp - 0 �° 0 O O O ° ° 0 ° ° 0 0 - 0 _o 0 0 ° 0 1 0 0 o m o 0 0 0 o - ° O 0 00 0 0 _ ° O 0 m 0 ° O O O 0 0 00 0 0 0 0 00 0 O 0 O ° 0 0 8 o 1307000.0 1308000.0 1309000.0 1310000.0 1311000.0 1312000.0 1313000.0 1314000.0 1315000.0 1316000.0 1317000.0 [feet] hn`Hobson - RE: Sunset Interceptor, Phase 3 Page 1 From: "Goss,Kevin" <krGoss@rothhill.com> To: 'John Hobson' <Jhobson@ci.renton.wa.us> Date: 09/24/2004 12:08:24 PM Subject: RE: Sunset Interceptor, Phase 3 John, Preliminary answers inserted in your text. I've got Erik Brodahl lined up to work on the modeling Monday. I have to have you some results shortly after that. Thanks, Kevin -----Original Message ----- From: John Hobson [mailto:Jhobson@ci.renton.wa.us <mailto:Jhobson@ci.renton.wa.us> ] Sent: Thursday, September 23, 2004 12:31 PM To: Goss,Kevin Subject: Re: Sunset Interceptor, Phase 3 Annoy me as much as you need, I've been terrible at getting back to people quickly lately. Dave, Mike and I went over the info that you presented and have one question, two requests and a preliminary decision. First the question. Did the scenarios that you sent include the flows from the potential large condo complex to the east that would probably connect into Manhole #290? (Yes. I will verify the density and area, but I think -it came to approximately 300 units) Request #1: We would like a print of the hydraulic model of the current system with the current flows. This is will give us a base of what we have in the system right now and should give us an idea of when we need to do system improvements to both the lift station reconfiguration and the Anacortes Ave re-route/ up -sizing. (We have the current system as a scenario, but we have not worked with existing flows as part of this project. I understand we have components of the current flows developed as part of the model calibration, but it will take a good part of a day to assemble them, run them through the model and present the results). Request #2: We would also like a print of the hydraulic mode of the current system at full build -out. (We have this result, it should just be a matter of saving one of the output files in the .emf format for transmitting (like what we inserted into the last email). If you want to see the profiles too, we may be better off mailing them.) . Preliminary Decision: Scenario 5B is the preferred direction at this point. It allows us to do the minimum up -sizing right now to get out of the Sunset/Duvall Intersection and will allow us to defer the Field Ave up -sizing until the lift station reconfigurations. It will also allow us to up -size and or rehab the Anacortes Ave at a later date. (We haven't done any analysis of costs for work outside of Sunset and Duvall, so I don't know if or how much money you might save by having the transportation department pay for restoration on Duvall if you wanted to address the _.John r,obson - RE: Sunset Interceptor, Phase 3 Page 2 conveyance problems north of Anacortes by diverting flows that way. Looking at both the existing capacity issues and the future results will give us some sense of the urgency of addressing this problem.) >>> "Goss,Kevin" <krGoss@rothhill. com> 09/23/2004 8:39:45 AM >>> John, I am following up on the information we sent. I can be as annoying or as polite as you want; just let me know. :) It would be helpful for planning here to have a sense of your schedule/priority. I will do my best to "clear the decks" for the timeframe when we pick this back up. Happy Autumn, Kevin This message has been scanned by the City of Renton's filtering gateway. ^�� RECEIVED Roth `H i I I SEP 17 2004 4 1%04 CITY OF RE t� N LETTER OF TR`�► s To: John Hobson City of Renton Municipal Building, 5 Floor 1055 South Grady Way Renton, WA 98055 Please find: M Herewith via: US Mail Roth Hill Engineering Partners, LLC 2600 116"' Avenue NE, Suite 100 Bellevue, Washington 98004 Tel. 425.869.9448 800.835.0292 Fax 425.869.1190 Date: 9/16/04 Client: City of Renton Contract No: n/a Project No: 15-011 Subject:Sunset Interceptor, Phase 3 COPIES DATE NO. DESCRIPTION 1 9/14/04 Draft Geotechnical Engineering Report NE Sunset Boulevard Interceptor — Phase 3 Improvements THESE ARE TRANSMITTED as checked below: ❑ As requested ® For review and comment ❑ For approval REMARKS: John, ❑ For your file ❑ Approved as noted ❑ For your information ❑ Returned for corrections ❑ Approved as submitted ❑ Resubmit copies For your review. I would like to discuss with you and/or HWA the City's preferences for what information does and does not go into the final geotech report and/or the specifications. Note that the report includes the recommendation that it be included in its entirety to the contractor. haven't seen your specifications to see how they address the City's design -side geotech work. We have some clients who only want the boring logs in, for example. Of course, once the report is finalized, it becomes part of the official side of the record, so any edits should be considered now. Note also the sections that specifically address the feasibility of pipe bursting. Please call me with any questions. Thanks, COPIES: SIGNED: / F:\0015\00011\Design\Corresp\OwnerVH_091604_KRG_trans_dratt-geo•reportdoc Kevin R. Goss John Hobson - RE: Sunset Interceptor, Phase 3 Page 1 j From: John Hobson To: Goss, evin Date: 09/30/2004 7:05:06 AM Subject: RE: Sunset Interceptor, Phase 3 Kevin, It won't be a problem to add the addtional costs for the extra modeling to the utility locate costs in the addendum. I'm reviewing the geotech report now and should finish my review by tomorrow. We generally have the geotech report included in its entirety with the bid specs so I'll make sure there's nothing in it that could lead to confustion for the contractor. Dave and I agree that the restoration should provide a definite depth for all road restoration materials rather than "match existing". Transportation does have a design for the intersection at Duvall and Sunset which is calling out 12" for the Asphalt depth. Current traffic counts for the intersection show a typical PM peak of: 468/hr west bound on Sunset 503/hr east bound on Sunset 546/hr south bound on Duvall 360/hr north bound on Duvall. Unless pipebursting vibrations are significantly more than those created by a standard vibratory hoe -pack, doubt we will need to monitor. I'll check with Dave today and see if he has any ideas about this. >>> "Goss,Kevin" <krGoss(o-)_roth hill. com> 09/29/2004 9:46:47 AM >>> John, It seems appropriate to consider 'existing flows' to be'existing sanitary' +'I&I component at the design storm,' so that we are comparing analogous conditions. We have existing sanitary flows from the County's data. don't believe the County's monitoring captured anything like the design storm. To do this analysis, we would have to apply the design storm to the existing basin. This isn't a combination we had run under the modeling project or budgeted for under this project. That said, we have a little time left in the modeling budget for Sunset, but I had hoped to save that for a final model run of the proposed piping configuration. The former (new scenario) should take about 6 hours by the time Erik provides some analysis/summary of the results. As this is obviously necessary for you to make an informed decision on approach to this project, I have asked him to get started on this (a little later than I'd hoped. Sorry, my fault). This may mean that the final model run after the piping configuration is set could take us a little past the budget for this phase. Please let me know if that will be a problem. Otherwise, we'll add it to the utility locating as part of a subsequent addendum. You should have received a copy of the draft geotech report. Please let me know if you have comments or questions. I want to make sure that it contains everything you want a contractor to know about the soils investigation and nothing that you don't want to become part of a subsequent set of contract documents. Do you have any special provisions for the way that geotechnical reports are included in your contracts? Note that portions of the pavement on Sunset are up to 24 inches thick (and John Hobson - RE Sunset Interceptor, Phase 3 Page 2 that is just where they drilled!), with many over 12 inches. I talked with HWA about developing a recommendation for the restored ditch section. I'd like it to be more specific and less expensive than "match existing, minimum XX inches." To do that, they would like to get the traffic counts, ESL numbers, for Sunset. HWA also suggested we consider having them perform vibration monitoring during at least the early stages of pipe bursting. This would allow evaluation of potential impacts to adjacent utilities and structures. I'm not yet sure if I would recommend this or not, but I want to get the idea out there since they mentioned it. It might make sense to consider this after we look at the proximity of other utilities (we're not really all that close to structures) in the areas that will be burst. Thanks, Kevin -----Original Message ----- From: John Hobson fmailto:Jhobson(aD-ci.renton.wa.us1 Sent: Friday, September 24, 2004 12:26 PM To: Goss,Kevin Subject: RE: Sunset Interceptor, Phase 3 Thanks for the answers. I don't believe we need the profile for the existing system at full build -out to make our final decision. As far as the Anancortes line goes, we would like to know it's current flows to determine whether we need a fix right now or if we can wait. The Anacortes lines are approx. 35 years old so they will eventually need to be replaced anyway. If they are not over -capacity right now then we can possibly save money by not replacing Duvall (which is PVC) at all and then replacing the aging concrete of Anancortes and upsizing at the same time. >>> "Goss,Kevin" <krGoss(aD_rothhill.com> 09/24/2004 12:07:48 PM >>> John, Preliminary answers inserted in your text. I've got Erik Brodahl lined up to work on the modeling Monday. I have to have you some results shortly after that. Thanks, Kevin -----Original Message ----- From: John Hobson fmailto:Jhobson(aD_ci.renton.wa.us <mailto:Jhobson(3ci.renton.wa.us> ] Sent: Thursday, September 23, 2004 12:31 PM To: Goss, Kevin Subject: Re: Sunset Interceptor, Phase 3 Annoy me as much as you need, I've been terrible at getting back to people quickly lately. Dave, Mike and I went over the info that you presented and John -Hobson RE: Sunset Interceptor, Phase 3 Page 3 have one question, two requests and a preliminary decision. First the question. Did the scenarios that you sent include the flows from the potential large condo complex to the east that would probably connect into Manhole #290? (Yes. I will verify the density and area, but I think it came to approximately 300 units) Request #1: We would like a print of the hydraulic model of the current system with the current flows. This is will give us a base of what we have in the system right now and should give us an idea of when we need to do system improvements to both the lift station reconfiguration and the Anacortes Ave re-route/ up -sizing. (We have the current system as a scenario, but we have not worked with existing flows as part of this project. I understand we have components of the current flows developed as part of the model calibration, but it will take a good part of a day to assemble them, run them through the model and present the results). Request #2: We would also like a print of the hydraulic mode of the current system at full build -out. (We have this result, it should just be a matter of saving one of the output files in the .emf format for transmitting (like what we inserted into the last email). If you want to see the profiles too, we may be better off mailing them.) Preliminary Decision: Scenario 5B is the preferred direction at this point. It allows us to do the minimum up -sizing right now to get out of the Sunset/Duvall Intersection and will allow us to defer the Field Ave up -sizing until the lift station reconfigurations. It will also allow us to up -size and or rehab the Anacortes Ave at a later date. (We haven't done any analysis of costs for work outside of Sunset and Duvall, so I don't know if or how much money you might save by having the transportation department pay for restoration on Duvall if you wanted to address the conveyance problems north of Anacortes by diverting flows that way. Looking at both the existing capacity issues and the future results will give us some sense of the urgency of addressing this problem.) >>> "Goss,Kevin" <krGoss(&rothhill.com> 09/23/2004 8:39:45 AM >>> John, I am following up on the information we sent. I can be as annoying or as polite as you want; just let me know. :) It would be helpful for planning here to have a sense of your schedule/priority. I will do my best to "clear the decks" for the timeframe when we pick this back up. Happy Autumn, Kevin This message has been scanned by the City of Renton's filtering gateway Roth Hill Engineering Partners, LLC �1 RothHill MEMORANDUM TO: John Hobson, City of Renton FROM: Kevin Goss //,?-L RE: Sunset Interceptor, Phase 3 COPIES: Brian Wolf, Katherine Maxwell DATE: August 17, 2004 2600 1161h Avenue NE, Suite 100 Bellevue, Washington 98004 Tel. 425.869.9448 800.835.0292 Fax 425.869.1190 Project No: 15-011 Page 1 of 4 This memo describes the status of the various tasks within our scope of services for this project. It is organized in the same manner as the approved scope document, but also includes discussion and presents questions on related topics. Research, Information Gathering, Coordination w/ Utilities We have requested maps from all utilities and/or agencies identified by the One -Call utility locate service as having facilities within the limits of the project. We received data from all agencies except for the Department of Transportation. After several iterations of request, they told us we had to go to their office and review the files. Our experience with DDT's records for this general area is that they consist of fairly old plan sets with primarily roadway and storm drainage information. We have surveyed all visible stormwater facilities and collected measurements thereof, or have shown similar information provided by Berger/Abam. We have shown the information gathered from these sources on our project drawings within the limits of our survey work, and have used it to verify and in places update the information provided by Berger/Abam on their drawings. As such, we don't feel it is necessary to research DOT's records. Please let us know if you would prefer we pursue these records. Sewer Information We have some missing and some conflicting information on existing sewers. The following table summarizes the conflicts. For modeling purposes, we have generally assumed the largest pipe sizes, assuming that we are simply missing the latest as-builts. Where the recent videos are clear and definitive as to pipe size, we have used that data. The following table summarizes some of the conflicting data. Pipe section As -built Model Base ma Video MH 87-89 8" 8" 12" 8" MH 89-90 No AB 8" 12" No video MH 90-91 No AB 12" 12" 8'$ MH 101-99 8" 12" 15" 12" MH 101-104 1 8" 15" 15" 1 15" FA0015\00011 \Design\Corresp\Owned H_0817D4_KRG_memo_status-questions. doc John Hobson August 17, 2004 Page 2 We do not have any as-builts for a number of lateral or other tributary sewers, including: On Sunset: 110-105 106-105 109-105 100-99 221-218 279-280-278 274-275 On Duvall: 158-166 75-74 71-72 823-340-214-215 805-283-186-73 212-213-186 The runs tributary to 215 may be in the right-of-way and may need to be adjusted (or at least checked) as part of the roadway project. We have no topographic data on these manholes/cleanouts. The runs tributary to 73 have a definite capacity problem as a result of the upstream lift station discharge. We will summarize the results of the analyses more completely in the final report. Please provide any further records, as -built drawings, or other information you may have on these sewer runs. It may be acceptable to reflect only what we know to date for these areas for this preliminary phase, but these records should be reviewed prior to design development. Topographic Survey We have incorporated numerous drawings received from Berger/Abam (from the Buzzsaw site) into our base drawings. We have completed the topographic survey of the project limits, including an additional site trip to pick up some items that were not accessible during the initial survey trips. We have surveyed manholes and collected measure -downs throughout the total project limits and surveyed manholes and collected measuredowns for catch basins within our survey limits. There are still several manholes and cleanouts, both inside and outside of the right-of-way, that we have not yet been able to find, even with your assistance. Please see the list below. Some of these may need to be surveyed in order to identify the slopes of pipes connecting to the lines we are planning to replace. We will identify the missing items and we can discuss the need to collect them. We have nearly expended the budget for the survey phase of the project, including the additional trip to collect buried or covered items. Subsequent_ topographic survey should be completed under an amendment to the current contract, possibly during the design phase. Manholes for which we still have no survey information include 107, 253, 328, 280, 85, 214, 340, 823, and 824. Several of these are private manholes or cleanouts, but the pipes that exit them either currently enter the right-of-way ormay be impacted by the proposed roadway project. As with the incomplete record drawings, it may be acceptable to reflect only what we know to date for these areas for this preliminary phase, but these manholes should be dug up and surveyed prior to design development. We have completed the topographic survey task items described in the scope of services except as described herein. If we wind up potholing some facilities to verify depth, materials, or the potential for conflict with the proposed sewer modifications, it may be best to survey the exposed facilities. We can discuss this approach and whether the City may be able to have a crew expose the covered manholes. F:\0015\00011 \Design\Corresp\OwnerUH_081704_KRG_rrmemo_status•questions.doc John Hobson August 17, 2004 Page 3 Geotechnical Engineering Evaluation and Report The geotechnical engineer, HWA GeoSciences, Inc., has completed their field investigation and is preparing a draft version of their report. We understand the draft will be ready on August 171n Preliminary discussion of the results with HWA suggests that the existing sewer trenchlines were not well compacted. This suggests that there should be room for the existing pipe to be burst and compacted into the surrounding trenchline during possible pipe bursting operations. The report will address pipe bursting feasibility and design recommendations, which we will coordinate with other constructability issues while analyzing potential construction methods. After you have had a chance to review the report, we should discuss any questions you may have and how the report might ultimately be incorporated into the construction contract, so that any information you do or do not want made part of the contract is properly addressed in the final geotechnical report, which will be completed as part of this preliminary engineering phase. Sewer Hydraulic Modeling We have analyzed deficiencies in the existing system. The model is based upon some assumptions as to pipe size and material where uncertainties remain (as described above). We intend to incorporate any clarifications as to makeup of the existing system into subsequent model runs. We have run the first few iterations of the proposed system in order to determine the appropriate size of the mainline sewers within Duvall and Sunset. Given the depths of the sewers and currently -anticipated soil conditions, we expect that the sewer inverts following pipe bursting would be fairly close to the existing inverts. For preliminary modeling, we are assuming the pipe stays on the same line and grade, except where we specifically propose realignment. Should any realignments be incorporated, there may be some additional, but limited, flexibility. In several locations, we have proposed short realignments to reduce the severity of bends in the flowpath. We will review these with you to verify your preference for the future alignment. We are checking the need for upsizing of laterals sewers that connect into the main line within the right-of-way. We will also be looking at any other "cleanup" or "straightening" of the flow path that might be accomplished as part of this project within the project limits. We will discuss most of these with you today, but there may be a few additional checks needed after our meeting. We have not yet considered the impact to the piping system of removing the Summerwind Lift Station and routing all flows to an upsized Stonegate Lift Station. We would like to discuss what assumptions we should make and/or preferences you may have for the future Stonegate lift station. When we've completed these analyses and you have confirmed the limits of piping upsizing/realignments, we will complete a last model run of the proposed improvements to verify expected system performance. We would like to have this done during the last week of August / first week of September. We will have preliminary results from the modeling available during our meeting on the 171h, so that we can discuss which pipes you want us to include in the recommended improvements. Coordination with Transportation Design Consultant (Berger/Abam) We have received several iterations of the transportation design consultant's (Berger/Abam's) plans, including their initial topographic survey information we needed to merge with ours in order to provide a complete base drawing. We understand that paper plan sets for the proposed roadway and storm drainage project will not be available for several weeks. We had not budgeted F10015\00011\Design\Corresp\Owner'JH_081704_KRG_mer _status-questions.doc John Hobson August 17, 2004 Page 4 for merging the various drawings prepared by Berger/Abam in order to create a complete picture of the proposed road and storm improvements, or, for producing paper copies of those drawings. Our scope of services and budget anticipates that completed sets would be provided to us. If the comparison of proposed stormwater system and sewers needs to happen before paper sets are available, we will likely exceed our budget for this phase. Given the schedule of these two projects and the current status of the roadway and storm drainage plans, it is likely that we will only be reviewing during the preliminary engineering phase one iteration of Berger/Abam's proposed improvements for potential conflicts with the existing and proposed sewers. We had not budgeted for a meeting with the transportation team, but certainly understand why it is important to both of these projects. We may be able to complete this aspect of the project within the current budget; but it is more likely that we could go over slightly because of this and the additional drawing coordination and plotting needed. We expect to be able to deliver our drawings to Berger/Abam within the next several days. These will be preliminary, but will show all of the available sanitary sewer information so that all parties will be using the same base sewer information. We anticipate sending Berger/Abam the proposed sewer plans at the completion of our preliminary engineering phase. Preliminary Engineering Analysis and Design We are looking at possible construction methods, including trenchless technologies. We are including consideration of constructability issues in the evaluation of both open -cut and trenchless construction methods. These include traffic control, access to businesses, sewer bypassing, dewatering, and related issues. We are starting to work out possible construction costs and will use those as a guide to help determine if pipe bursting is the right solution for the various portions of this project. The costs may also guide you in determining the extent of "cleanup" or "straightening" work is done under this project. We will be developing a complete, but preliminary opinion of probable construction cost for the selected piping configuration, but only partial cost opinions as necessary for the evaluation of alternative alignments. We have met with two contractors with different levels of pipe bursting experience to discuss this project and confirm our approach. Both provided valuable comments based upon their experiences. Once the proposed alignment starts to firm up, we will evaluate potential potholing locations and coordinate with you on how to conduct this investigation. Our current contract defines this as part of a subsequent amendment. We expect that after our meeting today, we will generally know the scope of the necessary improvements (barring any major changes needed as a result of the roadway and storm improvements). With your input at today's meeting, we will focus our remaining efforts toward the proposed piping configuration and prepare a draft technical memorandum. Our goal that the results of this preliminary phase will provide an excellent jumping off point for the balance of the project design. FA0015\00011 \Design\Corresp\Owne r'J H_081704_KRG_memo_status-questi ons.doc John Hobson - RE: Project Drawings Page 3 Naomi Selove Engineer Voice 206-431-2279 Fax 206-431-2250 Email selove@abam.com <mailto:selove@abam.com> BERGER/ABAM Engineers Inc. 33301 9th Ave S, Suite 300 Federal Way, WA 98003-6395 http://www.abam.com -----Original Message ----- From: Goss,Kevin [mailto:krGoss@rothhill.com] Sent: Tuesday, August 03, 2004 10:17 AM To: 'Naomi Selove' Cc: Wolf, Brian; Goss,Kevin Subject: RE: Project Drawings Naomi, Would it be possible to get a full paper set of your project(s) drawings showing proposed road and storm improvements, including retaining walls, etc. (And an electronic copy if this is different from what we pulled off of Buzzsaw.) We are working to clean up base drawings of the sewer. There is some amount of information missing such as buried manholes, a few conflicting measurements on some facilities, etc. When we have a couple of more questions answered, we'll send these to you so we all have the same sewer locations. I also wanted to check in with you on the schedules for your projects. Please give me a call when you have a few minutes. Thanks, Kevin Roth Hill Engineering Partners, LLC Kevin Goss 2600 116th Avenue N.E., Suite 100 Bellevue, WA 98004 Tel. 425.869.9448 / 206.682.7426 Fax 425.869.1190 Public Works Solutions -----Original Message ----- From: Naomi Selove [mailto:selove@abam.com] Sent: Tuesday, June 29, 2004 3:25 PM To: Wolf, Brian Cc: Goss,Kevin; phillips@abam.com; 'James Wilhoit' John Hobson - RE: Project Drawings Page 4{ Subject: RE: Project Drawings Hi Brian, I have attached a spreadsheet giving the stationing for each of our sheets. I have also attached an example of the sheet format we are going to use. I will get you a full hard set when feasible. We have recut our the sheets but the design has not changed at this point. We are currently reviewing the comments received from a recent Value Engineering Study and adjusting our design. I will definitely let you know of any updates to the website. Any other questions please feel free to ask. Naomi -----Original Message ----- From: Wolf, Brian [mailto:BWolf@rothhill.com] Sent: Tuesday, June 29, 2004 1:09 PM To: 'Naomi Selove' Subject: RE: Project Drawings Naomi, Have you re -cut the sheets as you mentioned in the message below? If so, are they up on buzzsaw? I want to make sure I am looking at your most recent work, so I can match our sheets as best as possible. Obviously, this won't be possible in relation to to area on the WSDOT project, but I intend to match your sheets for the portion on Duvall and fitthe rest as best as possible. We would also like to get a paper copy of your drawings as soon as it is feasible. Thank you. Roth Hill Engineering Partners, LLC Brian Wolf 2600 116th Avenue N.E., Suite 100 Bellevue, WA 98004 Tel. 425.869.9448 / 206.682.7426 Fax 425.869.1190 Public Works Solutions -----Original Message ----- From: Naomi Selove [mailto:selove@abam.com] Sent: Thursday, June 24, 2004 1:25 PM To: Wolf, Brian Cc: phillips@abam.com Subject: RE: Project Drawings Hi Brian, 11 John Hobson - RE: Project Drawings _ _ Page We have three projects along Duvall Ave: SR-900/Duvall Ave Intersection (WSDOT), Duvall Ave (within Renton city Limits) and Duvall Ave/Coal Creek Parkway (in King County). The intersection will be at a 1:50 scale per WSDOT requirements and the other two projects will be at a 1:20 scale per the City of Renton requirements. Since these are submitted separately it isn't an issue for us but I am not sure how this will effect you..... We have re -cut the sheets for the two Renton projects this week. I will get the information to you for these sheets. James Wilhoit has asked us to make sheets for our new survey to be placed on the BuzzSaw site in the same format as the WHPacific survey. I have not done this yet. Also the sheets for the new survey that I will place on the site will not be cut at the same stationing that our plans will be cut at. Please feel free to contact me for further clarification. Naomi Selove Engineer Voice 206-431-2279 Fax 206-431-2250 Email selove@abam.com BERGER/ABAM Engineers Inc. 33301 9th Ave S, Suite 300 Federal Way, WA 98003-6395 http://www.abam.com From: Wolf, Brian [mailto:BWolf@rothhill.com] Sent: Thursday, June 24, 2004 8:39 AM To: 'selove@abam.com' Subject: Project Drawings Naomi, Now that we are getting the issues resolved regarding the survey data, we are going to be starting to set up our own sheet layouts. We'd like to be able to layout our sheets as closely to yours as possible, both for ease of understanding and for any future merging of sewer/road plans that could occur. Therefore, we need to know how you are setting up your drawings(layout, scale, sheet size, etc.). Are you using a standard layout typically used by Berger, or are you following a layout standard required by Rentorn or WSDOT? The only layouts related to your project in our possession are the survey drawings provided by W&H Pacific for the Duvall Ave Survey. So, without knowing how far along you are, can you provide us with a set of drawings from your road projects? John Hobson - RE: Project Drawings Page 6 E Let me know what you can do. If it would be easier for me to speak directly with the CAD Designer on the project(s), that would work. Just let me know who to contact, and I will do so. Let me know if you have any questions. Thank You Roth Hill Engineering Partners, LLC Brian Wolf 2600 116th Avenue N.E., Suite 100 Bellevue, WA 98004 Tel. 425.869.9448 / 206.682.7426 Fax 425.869.1190 Public Works Solutions This message has been scanned by the City of Renton's filtering gateway CC: <phillips@abam.com>, "'Leslie Lahndt"' <Llahndt@ci.renton.wa.us>, "'Wolf, Brian <BWolf@rothhill.com> have and discuss with him the potential consequences. We'll plan to do a more thorough review of your latest plans shortly before we finish this phase in early September. I'd prefer to get whatever you have on paper as soon as you can get it to us; we'll take it electronically as it becomes available. We certainly understand that things are probably evolving rapidly, but this is a cooperative and iterative process. We are cleaning up a few things on our drawings and have our first ideas on the extents of sewer construction. We'll have a clean draft available in a day or two and will get it to you then. Questions and comments invited from all recipients... Thanks, Kevin -----Original Message ----- From: James Wilhoit[mailto:jwilhoit@ci.renton.wa.us] Sent: Tuesday, August 10, 2004 8:39 AM To: Goss,Kevin Cc: phillips@abam.com; selove@abam.com; John Hobson; Leslie Lahndt; Wolf, Brian Subject: RE: Project Drawings Kevin, If you'll cc me on your requests to our consultant I may be able to get some action taken when Naomi's on vacation like she was last week. James P. Wilhoit Transportation Design City of Renton WA (425) 430-7319 (425) 430-7376 fax (206) 818-9357 cell >>> "Naomi Selove" <selove@abam.com> 8/10/2004 8:33:48 AM >>> Good Morning Kevin, Sorry I didn't get back to you yesterday. I did place a folder ("ABAM plans 7-9-04 \ SV-01") on the Buzzsaw site yesterday that contains our sheet cuts with the survey. The storm system drawing is outdated. I should have a new one on the site by Thursday. I will place our proposed roadway on the site by Monday (at the latest) and the profiles for the storm system should be done by the middle of next week. I will phone you by mid afternoon about the schedules and any other questions you may have. Would you still like a paper copy of our plans??? Thanks for your patience, Naomi RothHill %.,_1 MEMORANDUM TO: John Hobson, P.E., City of Renton FROM: Kevin Goss, Roth Hill Engineering Partners, LLC 2600 116th Avenue NE, Suite 100 Bellevue, Washington 98004 Tel. 425.869.9448 800.835.0292 Fax 425.869.1190 RECEIVED JUL I - 2004 CITY OF RENTON UTILITY SYSTEMS RE: Sunset Interceptor, Phase 3 COPIES: Scott Goss Project No: 15-011 DATE: June 30, 2004 Page 1 of 2 I am sending a status report on this project. Project Tasks Utilities Coordination: We have requested record drawings and/or base maps from all utilities identified by One -Call as having facilities within the project limits. We have not yet heard from all of the fiber optic companies and are still waiting for information from DOT, who indicated they are still processing the request. As you know, we hired CNI Locates to paint utilities throughout our project limits. We added additional locating to their original proposal in order to identify facilities adjacent to those sewers tributary to the main lines in Sunset. Their total cost was $7410. We received a number of construction record drawings from the City for water, sewer and storm facilities. We are reviewing those and checking that the base drawings reflect those facilities. Topographic Survey: We have completed the majority of the topographic survey. We are currently field -checking the data in conjunction with the utility map checking. From this, we will identify any further topo pickups required. As we have discussed, we put our topo onto the City's coordinate system and Berger/Abam's project is on a different project datum that is based upon DOT's control system. Based upon your approval, we have adjusted our topography to be on the project datum. To date, we have several hours invested in verifying the datums and coordinating with Berger/Abam on this issue. Per our scope of services, we are relying upon Berger/Abam for the topography within the limits of their survey. As they have provided us with a drawing showing the right of way boundaries for the majority of our project limits, we will not be duplicating this effort, but will show their boundaries as part of our drawings. We will put a note on our drawings describing our use of Berger's project datum and reliance upon their topo and boundaries. Please advise if it will be necessary to adjust the drawing back into the City's coordinates during this phase of the project, or if it can stay this way until after construction. We plan to provide our survey of manholes and inverts to Berger/Abam for their use, so that these aspects of the project are consistent between the two drawing sets. FA15\011\PM\StatusUH 063004 KRG memo status.doc John Hobson June 30, 2004 Page 2 Geotechnical Engineering: The field exploration for the geotechnical engineering was completed on June 1s'. We have a brief summary of their results.that we are reviewing now. We plan on providing a draft report to the City in the coming weeks for discussion of content and presentation prior to development of the final report. We want to discuss what information you do and do not want in your report and how the report will be used during bidding and construction. Sewer Hydraulic Modeling: As you may know, this portion of the project is dependent upon the completion of a portion of the City's overall hydraulic model being prepared by Roth Hill under a separate contract. The schedule for that project has been revised in coordination with City staff such that the Sunset area will be available for use on this project by July 9'h. This was originally expected to be available on June 1 s'. Modeling of the existing system and proposed improvements will begin as soon as the model is ready. Coordination with Transportation Design Consultant: We have been in touch with •Be.rger/Abaco as described above. They have been helpful in providing information beyond what is available on Buzzsaw. We will continue coordinating with them to make these two projects correlate as much as possible/reasonable. PreliminaryEngineering Analysis and Design: This task will start upon the completion of the survey drawing and will move into full swing when the hydraulic model is available. Utility Locating: The need for potholing will be identified as we evaluate_ the proposed sewer location and check the proposed stormwater design for Sunset and Duvall. Schedule An updated project schedule is attached. It reflects the delay in the model availability and topographic survey. We understand that the schedules for the roadway projects are evolving. Please let us know the current schedule for those so that we can focus our efforts as best as possible to make this project fit with those. Budget Through the end of May, we estimate this preliminary engineering phase to be approximately 33% complete, given that significant portions of the project cost are related to topographic survey and geotechnical exploration. Correspondingly, through the end of May, we have spent $47,067, or 35% of the project budget. F:\15\011\PM\Status\.JH-063004-KRG-rrerrio status.doc City of Renton Preliminary Engineering Study Sunset Interceptor, Phase III Exhibit B Time Schedule of Completion ID Task Name Duration Start Finish Predecess uary I March I April I May June July August I Septem 2/15 2/22 2/29 1 3/7 3/14 3/21 3/28 1 4/4 4/11 4/18 4/25 5/2 5/9 5/16 5/23 5/30 6/6 6/13 6/20 6/27 1 7/4 7/11 7/18 7/25 8/1 8/8 8/15 8/22 8/29 1 9/5 9/12 1 Finalize Scope, Schedule & Budget 0 days Fri 4/2/04 Fri 4/2/04A III i s i 2 Research, Map Requests 60 days Mon 4/5/04 Fri 6/25/04 1 3 Council Approval 0 days Mon 5/3/04 Mon 5/3/04 1513 4 Geotechnical Evaluation 17 days Mon 5/10/04 Tue 6/1/04 3wF 5 Topographic Survey 43 days Mon 5/3/04 Wed 6/30/04 3 6 Draft Geotechnical Report 24 days Wed 6/2/04 Mon 7/5/04 4 7 Final Geotechnical Report 20 days Tue 7/6/04 Mon 8/2/04 6 8 Sewer/Model Analysis 34 days Thu 7/1/04 Tue 8/17/04 4,5 9 Preliminary Engineering Analysis and Design 34 days Thu 7/1/04 Tue 8/17/04 4,5 10 Draft Report 5 days Wed 8/18/04 Tue 8/24/04 9,7,8 11 Meeting with City 5 days Wed 8/25/04 Tue 8/31/04 10 12 Final Report 10 days Wed 9/1/04 Tue 9/14/04 11 Project: Renton_030904_csr_schedul� Date: Thu 6/24/04 Task Split $" � - Progress Milestone ♦ Summary External Tasks' ,yFi � � r: Project Summary = External Milestone Deadline F:\15\011\PM\Agmnt\Renton_062404_krg_schedule.mpp Page 1 Thu 6/24/04 2Y PLANNING/BUILDINGIPUBLIC WORKS DEPARTMENT Renton City Hall 1055 South Grady Way, Renton, WA 98055 R UTILITY SYSTEMS DIVISION 425.430 7234 Fax: 425.430.7241 ❑ TRANSPORTATION SYSTEMS DIVISION 425.430.7321 Fax: 425.430.7376 To: /d(E v,,j psi P 4E7. DATE: <O — 4- —p 4-- Jos No. ^,Li RE: a�,+lsrcT /n/ nr_ ;a? PN 8aE cc t,+l�. 91roo 4— WE ARE SENDING YOU ❑ ATTACHED ❑ SHOP DRAWING ❑ PRINTS ❑ COPY OF LETTER ❑ ❑ Under Separate Cover via the following items: ❑ REPRODUCABLE PLANS ❑ SPECIFICATIONS ❑ ORIGINALS COPIES DATE NUMBER DESCRIPTION / REMARKS �/ 7'-/ �� �/.JTP�.✓ �ILQ.,..f G. /'�,�_ ii-w- �cz is=c.T'� �%+r^ � C_/T`l L.-/M/T�'+ \ �/.t� .VV\/d,l �►/kxcM /�l�y �zsL.�wl_C $Lv� i./� Try .�c,2;rs �,rd Li1 i,T� 1 MESSAGE: These are transmitted as checked below: © FOR SIGNATURE APPROVAL ❑ APPROVED AS SUBMITTED ❑ RESUBMIT COPIES FOR APPROVAL ❑ FOR YOUR USE ❑ APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION ❑ AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS ❑ FOR REVIEW AND COMMENT ❑ ❑ PRINTS RETURNED AFTER LOAN TO US Copies to: From: ��1,`/ /14.sL . IF ENCLOSURES ARE NOT AS NOTED, PLEASE NOTIFY US AT ONCE. PBPW5001 09/99 bh Z / , 3o Z ' !$-/-/ ✓ r 17—¢ 17 17 — r -1-7 4 'Z S`T lL--3 R- 7,9040�-- w 4-o 14-t4-✓_ fob �t,+A7y �' �` ✓ Z�b 2 g5 i4�5 te1 21 z3 APR-30-2004 FRI 03:50,PM HWA GEOSCIENCES L FAX NO, 4257742714 P. 01 mlU I-MAGEOSCIENCES INC. 19730 64" Avenue West, Suite 200 Lynnwood, Washington 98036 Date: Phone: 425,774.0106 Fax: 425.774.2714 Fax: Ta: . . . . ............ ------------ CC" Fax: ......... . ..... . .... if any of these pages are not legible or you do not receive all the pages, please call (425) 774-0106. APR-30-2004 FRI 03:51 PM HWA GEOSCIENCES FAX NO. 4257742714 P. 02 APR--30-2004 11:24 CITY OF RENTON PEPW 425 430 7241 P.03 I`_>{�,f �l'y1 �_ • '� reprc5cnting ag= to comply with aJl tic regulations of the City of Rcnton. I shell prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency scrviccs twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may. result in my receiving a citation for violation of R.C.W. 47.36.200 through d736220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible parry to be cited for violation of R.0 W. 47,36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment; and other applicable State and City. codes.. - NAME: D.O.B.: HOME ADDRESS'<> '� (� l L �. J WORK ADDRESS: V. WORK PHONE:_�Z`� 1 A O 0 �? HOIvtE PHONE: C7 COWPL E YLS k o WEIGH. L. J IiETGxr: COLOR HAIR:),-) WASI- INGrfON STATF, DRTVRRS IJCENSE NUMBER.-!21 1 —=P- N `:,c- 4-� 2 P?j TOTAL P.a3 APR-30-2004 FRI 03:51 PM HWA GEOSCIENCES FAX NO, 4257742714 P, 03 • i IF'i�-Jtil-2Ul 4 11: 24 C I TY OF R=NTON PBPIJ 425 430 7241 P. 02 CITY OF RENTON TRANSPORTATION SYSTEMS -TRAFFIC OPERATIONS - TRAFFIC CONTROL PLAN -* CONs1'p'uC`noN COMPANY: t s� ��� — APPL DATE: y(^ ADDRICSS: I� ?�� _(q� yr _ (_ Lr� i Z PERIQT �: _ _ ....__........- -.v..._ PHONE . C014s-mUCTTON SUPERINTENDENT: ��/\ (� ��e� wL M��-/cFL ,�: (d `79 4 - 3t 23 PF01XCT NAMF: ;a � . „ F� FAx �_ (4 "%`l �—�-1 t `A 5 u � PROTECT LOCATION: C?LJ\JALIli N E/S/A OF: "S;FT '8Wb gE: 'I�'W(7FtK TmIE'. _:,7...� �r D_7 �+� APPROVED BY: PIOItk: DJL'i'F: _I� mr�i'�1 J? APPROVAL DATE: ____—._._..---�.:�arrru�rw�.nw�.oa-�e.r-:c,:a==ri-sue .. .... ... ..�..,.^ --_ _.__•^��wi� ^"------'--•__...... YOi'BS: I) WORK ZON7? TRAFFIC CONTROL SHALL BE IN ACCORDANCE WM MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (xurcn). z) cAu 91'1 (usiNo a I-nui,. PHONY) ofe 2S3-852--2121 (USING A CF.I.L PRONE), PM. AND POIICE DEPARTMENTS BEFORE ANY -CLOSURE WITHIN PV211C RIGHT OF WAY- S) CALL 3a-MO TFANSIT CONTROL CENTER AT (sob) 684-2732 AT LEAST TWRNTY-FOUR (U) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 4) TBIS PLAN MUST BE SUBMITCCED AT LEAST TRRF,E (3) WOMaNG DAYS PRIOR TO ?FORK. 5) APPROVED TRAFFIC CONTROL PLAN MOST BE AT THE. WORK STT'S DURING WORK HOURS. 6) ANY VEI IMY, AM/OR RQUPMENT TO BE USED FOR WORK WITEMN TEE CITY RIGHT - OF RAY MUST DISPLAY A COMPANY LOCO (ANY LEGALLY ACCEPTABLE SIGN SHOWMG A COMPANY NAME. ADDRESS, AND TETYPHONB NUMAER) AT A CONSPICUOUS PLACE ON THE VENICT-r� OR EgUIPMF.NT, CphfliE;VT'S: __ SKETCH —NORTH— I have; beon informed of my responsibilities for troffie control and OFFICE COPY T- ncrc4 to CO:n l with all traffic re UlationS of the City of Renton. CONTRACTOR J N Y 9 Y INSPECTOR X. ki RICK/ STGfd 4'rURx:: _._V .. DATR: PoucE F�ow ELoaIocf _— C�pc .11u GRAY/STA, ill r \:*AMC orta.nrw�\ics\e+RU 1.�1 MAY-12-2004 WED 06:23 PM AU4 GEDSDlEWpES \` ` 7 ~�� _- ''_--y- �\�� ^�~-�--------�----' � d��� ��J/ To� \~ |��,�(\�~��\ Fax: ^��*�'—./z�`f|_____ FAX NO, 4257"T 742716 SCTENCESINC. 187SOG4mAvenue West, Suite 2OO Lynnwood, Washington S803G Phone: 425.774.0106 Fax: 435.774.2714 ���� . �' ' ........... .- ` Re. � r_' ' From:`-� ^_[�\/��\�____ NuU)be[o[ Pages."|'-� (including covcr page) \ Original to Follow via Mail Service —T' \ Vl_ ---------'----�--------'-----------'---------�-------'— -----_-_'--_----_''_----_'�_---__� -'----'- -------------- --'----'-------'--------aV&hopages, picoxecall (425)774'O1D{i ti�Y o City of Renton ;; A �Nrv(0) 1055 South Grady Way Renton, WA 98055 TO: Steve Greene HWA Phone: (425) 774-0106 Fax Phone: (425) 774-2714 ISUBJECT: Sunset Interceptor Ph III Date: 05/20/2004 FROM: John Hobson Phone: (425) 430-7279 Fax Phone: (425) 430-7241 INumber of pages including cover sheet 4 I REMARKS: ❑ Original to ElUrgent ❑ Reply ❑ Please [ For your be mailed ASAP Comment review Attached are your sheets with suggested relocations for Bore Holes 7, 8 and 9. Since you are only planning to do a few of the bores within the trench zone, I suggest BH 6, 7, 9 and 10. These are the easiest for the City to locate the center of the existing sewer lines and minimize disruption to traffic. RENTON AHEAD OE THE CURVE MAY-12-2004 WED 06:23 PM HWA GEOSCIENCES FAX N0: 4257742714 P: 02 UV ; HWA G EOSCI ENCES INC. isr,,.-r'�lirtri't;Iii;J;'!J]r•i:irr� - 11)',Jr•O�r•rrJv��)' 1'12().1TaC'1� �'C1r.M()ItANDIII\'1 NAME: SUNSE)' InT' FIRCf"VTOR-PI1ASF-III 5-12-2004 TO" 1\4r. ,lolm Hobson: City of Renton l;tlt')1\T; Steven 1+:. Greene, L.I+..G: ll`Y'A Gr;USC1r.NCkS Inc. So I.I. kiong, PY.: 1R't'A Gf;USCi�:Nc�s Inc. SU13.1F,("1': SuNst TBOULt,vnRu Exri,utz�rt�r`rPLAN 1111% 03141,1' N0 2004-052 Attacluxl you will fincl n1ahs (J"if;ures 1 tliroligil 5) with the ahproximatca atiate 1 atons Of ur propo,sul c:xl,lonAion boriligs for the above referenced project task. We p dril]ing cica.iN=ities will be conducted over a 2 da.y. period. I.)t;lling will bnducte ow- holl utilizing rl truc:k mounted drill rid; (22 feet long and 3 feet wide) equipped scent mq�crs that can access pavccl areas onl`f H1S`through 13I3 ll�t)botzng locations in the. field. I IWA internds to drill all S locations Unicw.Avc--nuc to Duuall.,Avenue We extract th'it drillinc; will be within the soutl1ctzunost eastbound lane of Sunset Blvd within nr atljaeent to the existing sewer trc7ich. Drilling activities shall proceed from west to c'.ast alonh the aligiirncrit..NNie'proposc.that a traffic control plan for the lane closure (WSI)0'1' Stan(lircl Plan K-?) will be used. Whorl moving between holes on Sunset I31vd a trucl: cclirih}!ul with,11asha Nvill follow the drill rig. . We cxl>cct thltt cirillint will be, within the northern road shoulder of the northernmost wc::(bouud lane or the two -«gay, turn lane cif Suruct Blvd within or adjacent to the existing sewer tr,,nclt. Drilling activities shall proceed from cast to tivest along the alibnment. We l,rolrcrs� flirt. a traffic control plan for the shot>ldc7 closure (WSDOT Standard flan I:-17) will l)c ttsc;cl. 1-or 1he work in the n1eclian two-way turn -lane we will use a modified version of MU.TM Plan '['A-15 kcepin� thc. work" area tntirely-in the turn lane and 19730 - rrich two:-,� w. Suite zau addin:,;. Cent (;I. l an closed sir�ns.hoth ways. Wher1 rnovittg betwec7l holes on Sunset 131v Ly"I�Woe,�.w=n �Ko3c,.r;)s7 a truck; cytrippo;J with f a.sltcrs will rollow tile drill rig. , t,x: tzs.�7i.>>ra w�w.h,.'aficosicnccs.con, MAY-12-2004 WED 06:24 PM HWA GEOSCIENCES FAX NO. 4257742714 P. 03 May 12-2004 IIWA Projcct No.'2004-052 Our intent is to rrlinimize disturbance Lo pavelnerlt, however, some disturbance to the puvement will inevitably occur. Piezorncters will be installed and borings backfilied per DOI; 1-CL;ul0ti011S. Holes will be patched at the surface with rapid setting concrete. All cutlings will be removed and disposed off -site. We will coordinate our efforts with City of jZuntoa personnel regarding access and adjust exploration locations, accordingly, in an Of{Ort to m1r11r11i7c Surlicial and traffic impacts and insure a safe work environment. HWA will locate the borings in the field utilizing marking paint and labeling the grounLl/pivemcnt surface as follows: 11WA B11-1, BH-2, etc., and as appropriate. Utility locates will be called in by HWA for all exploration locations as described below. We rcquire thatthe ,uwcr pipe centerline and all other utilities wit.bin a 20 foot radius of our propose.Ll hole locations be marked in the field. In addition, we request that the depth to top of'tile existing sewer pipe or -invert and pipc:diameter be provided for each location. 'cable 1 summarizes the existing surface conditions, equipment to be used and traffic uotrtrol measures proposcd at each exploration boring location. e 7'Ai3LL J. SUNSI,'C 1N'1';,RC'E1P'1'0.R. SUNSE`1' 3VLD EXPLORATION PLAS SUMNIARV FAI'(..ORATION A1'1'ri MMATF.' i,L'I'ROXINIAIE LOCATION 11120POSED Tzm,' i ' tii(:NA'r10N STATION 01+SL'1' DLSCRIP'rION rQt11PN1LSNT CONTROI, Men511Rts Asphalt Truck Lane Closure 1,1WA-5 I56+50 25' RT. Pavement Mounted flan K-7 HSA Drill ri, .— ...... ........_ _ _....._. -- T •k Lane Ciosurc HWA-6 160 �-50 I1WA-7 167,00 1 F 172+20 IlWA-tJ IIWA-10 1A1+25 1$5.1 2S 191 r75 1,07 20 A1,phalL 21' RT PavLnient Asphalt 21' !Z7' Pavement - Asphzlt 24' RT Pavement Asphalt 7' LT Pavement - Asphalt 7' I.T Paveclient Asphalt 7' LT Pavement 24' T,,T Pavcm:.nt ru, Mounted HSA brill ri Truck Mountcd HSA Drill ri Truck Mounted HSA Drill ri Truck '— MOLLTIted HSA Drill r Truck Mounted HSA Drill r Truck Mounted _ TTSA Drill c Truck Mounted 11SA Drill 1 Plan K-7 Line Closure Plan K-7 I.anc Closure Plan K-7 Median Twa- Way turn lune Closure TA- l 5 Median Two - Way turn lane Closure TA-15 Mcdian'N,O-- Way turn 1-trla Closure TA-15 Shoulder Closure Plan K-17 C_�e(leralired dciails illustratin(r the traffic control plans K-7, K-17, and TA-15 is attached (s figut'cs 6 Lhrough 8. Sun.sct lrtte.rctj)Lor-1'1lT Rxplonuion Plan-11 2 1•iWA CrEoSCtE`NCFS INC. MAY-12-2004 WED 06:24 PM HWA GEOSCIENCES FAX NO. 4257742714 P. 04 Y r q p /r/ I NjoiNfl V, C, 7 r f.) I LIJ C3, LcJ C-3 i CA CD lzl a. CV C.0 C=) CD 0 C\i N tn q < 1-70 B.4 4, t P*4 7 Teat. k4 1�-PLZS 7:1 SUNSETF-X?LORA-T.'C-N INTERCEPTOR-Pli Rl Flr.T" S,�,.%E-ET 3'LVD PLAN.MAP u , I RENTON. V%IASr-VNGTCYN HWAGELOSa�,,,us LNC, I L-v 23 51,1 Li > < cn P. SIJ a SASEC019 loo Glor of t>Z).#aWAY) op- me'va \,JL�--r 45w4--t goge: WOLJ--> Ai-.T- 15 w rR-Ewc*� s�;.NE,Ej- :,N'-; ERCEP EXPLO-RATICIN' S:;NSET BLVD p ,,!AP ON FIV.-AGECOSCENCIS 1 NC i ,, �II:, il: -_, F7 T-n uval GItC 5 C LE N, III: S J8o la CAN sla Pepk:-7 IAJ - rp-arijeW SUNSET INTERCEPTIOR-P'l' III SUINSETBLVD, R-N-,.tJ%.WAS�.';NGT6N' HAPLCRAT,!C-N PLAN !AP 2C34-052 John Hobson - RE: Mahole locations - Sunset and Duvall Pagey1 i From: "Wolf, Brian" <BWolf@rothhill. com> To: 'John Hobson' <Jhobson@ci.renton.wa.us> Date: 05/14/2004 9:35:35 AM Subject: RE: Mahole locations - Sunset and Duvall John, Here is his latest proposal. It is based on removing the area between Anacorters Ave and Fields Ave from the scope, which should be part of the area picked up by the Berger/Abam survey. As for those, we are still waiting on the drawings. I spoke to Naomi at their office yesterday afternoon. The drawings were due in from the surveyor last week, but hadn't gotten to them. Hopefully, we'll have something here soon. -----Original Message ----- From: John Hobson[mailto:Jhobson@ci.renton.wa.us] Sent: Friday, May 14, 2004 9:28 AM To: Wolf, Brian Subject: Re: Mahole locations - Sunset and Duvall I will contact the maintenance department to get the missing structures uncovered and located for the surveyor. I'll let you know as soon as their ready for survey. CNI's email came out garbled again and I could not decipher it this time. If you got a better copy could you please send me the vital information (that would be the cost). We had the sewer main marked on Wednesday for HWA's borings. I met with HWA's Brad Thurber onsite yesterday and everthing was going fine. I am going out to check on their markings for the Sunset borings today so I can schedule the sewer centerline marking prior to the work. I'll also get them set up with a traffic control plan and construction permit for the Sunset work. I will be out of the office on Monday, May 17 and will return Tuesday. If anything critical needs to be taken care of on Monday, please contact Mike Benoit at 425-430-7206. >>> "Wolf, Brian" <BWolf@rothhill.com> 05/13/2004 9:45:39 AM >>> John, Per the note from our surveyor (read below), we are having trouble finding a few manholes off Sunset, and a few cleanouts off Duvall. We need some assistace in finding those. If you could have a crew open up those areas appropriately so we could get the measure -downs on these manholes, I would appreciate it. On an other subject, we are trying to finalize the locating with C-N-I. Their estimate was based on the whole stretch of Sunset within the project scope. We need to get a number based on the areas not included in the scope of Berger/ABAM's work, unless you feel the need for them to mark the whole stretch. John Hobson - RE: Mahole locations - Sunset and Duvall Page 2 Also, how far along are your locates for the areas within HWA's boring. Have you been coordinating with them as far as locating the centerlines accurately, as they were going to be boring within the trenchlines of the sewers? Roth Hill Engineering Partners, LLC Brian Wolf 2600 116th Avenue N.E., Suite 100 Bellevue, WA 98004 Tel. 425.869.9448 / 206.682.7426 Fax 425.869.1190 Public Works Solutions > -----Original Message----- • From: Brave, Duwayne > Sent: Wednesday, May 12, 2004 7:08 AM > To: Wolf, Brian > Cc: Lemasa,Mike; Holladay, Bill > Subject: Sunset interceptor > Brian, > Wanted to let you know that we have finished the manhole locations on > Duvall and Sunset outside of the area we are to do the topo on, and have > begun measure downs. > Need to let you know that there were 3 clean -outs and one manhole though > that we were unable to locate. > The clean out numbers are 823,824,340. At the north end of Duvall ave. > These are in a new short plat and may be buried under new landscaping. > Also unable to find manhole 96. > South of Sunset and just west of Anacortes ave. It is on a vacant lot that > is 3/4 covered with dense blackberries. We may need to have the city > recover these for us to get location and measure downs. > DuWayne This message has been scanned by the City of Renton's filtering gateway. CC: "Goss,Kevin" <krGoss@rothhill.com> CITY OF RENTON TRANSPORTATION SYSTEMS -TRAFFIC OPERATIONS - MAY Z 5 2004 TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: HI�I/� Sc1�1.1C� S APPL DATE: ADDRESS: ij PERMIT L�jal>�laob /d 9�� 3� PHONE: CONSTRUCTION SUPERINTENDENT: �ST-tRV'+J Ca12 �1e = MOB./CEL. #: (?c(G) -7<i -- -3 Z3 PROJECT NAME: ��►.iSE-T 5�.1�`� 'Fzi+ yS FAX PROJECT LOCATION: Si:►1�c'r"N E" 1.AIe' N&S/W OF:. U ve kiz, l7 CI TVLh WORK TIME: 8"ye) -- s : c c) APPROVED BY: WORK DATT;:_TNylzs . "Z ? Fiz ( IZ % APPROVAL DATE: NOTES: 1) WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2) CALL 911 (USING A LOCAL PHONE) OR 253-852-2121 (USING A CELL PHONE), FIRE, AND POLICE DEPARTMENTS BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT OF WAY. 3) CALL METRO TRANSIT CONTROL CENTER AT (206) 684-2732 AT" LEAST TWENTY-FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL" CLOSURE. 4) THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 5) APPROVED TRAFFIC CONTROL PLAN MUST BE AT THE -WORK SITE DURING WORK HOURS: 6) ANY VEHICLE AND/OR EQUIPMENT TO BE USED FOR WORK WITHIN THE CITY RIGHT.OF WAY MUST DISPLAY A COMPANY. LOGO (ANY LEGALLY ACCEPTABLE SIGN SHOWING A COMPANY NAME, ADDRESS, AND TELEPHONE NUMBER) AT A CONSPICUOUS PLACE ON THE VEHICLE OR EQUIPMENT. COMMENTS: L:►Jlntij --- SKETCH AV Kier S�f•tsi`T' t3L 1�I� �•C�T.I"i;�2 "Tui�l,1 LAuJG ------------- o • ® /l////i r t� we .�">x� r � GGM 71_ TuaN t drJc v -� byVALL AUE t� 4 —NORTH— . 5-r-�.>J 1,�.� >� I �L�tJ ,--J K-7✓J s�,Js�r L I -A L 1I✓t i • i `—� p SI �al:�'Dp'�li K•-i1 sr-��►DH2D ALL, tiJ �- K"-Z3 6-4c•n-1 s � rAc,{ FE; ►� I-ldL La CAi IoI'A have been informed of my responsibilities for traffic control and "°'c°P"Y""Y;T- agree to comply with all traffic regulations of the City of Renton. CONTRACTOR INSPECTOR K. KIT HICK/ SIGNATURE: DATE: POLICE FLOYD ELDRIDGE FIRE JIM GRAY/STA_ #II C:\TRAFnC 0PERATI0NS\1CP\CTRLPLN3 APR-30-2004 FRI 03:51 PM HWA GEOSCIENCES FAX N0, 4257742714 P. 02 APR-30-2004 11:24 CITY OF RENTON PBPW 425 430 7241 P.03 5 . represcndng - i ( - at= to comply with all tXafc regulations of the City of Rcnton. I shall prepare a traffic control plan and obtain City_ approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall bo performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not ie conformance with the approved traffic control plan andlor without notification of ernergeney services may. result :in my rci,!6YM9 a citatioa for violation of R.C.W. 47.36.200 through 47.36120, 9A.36.W Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the projoct and the responsible party to be cited for violation of R,C,yV; =: d ] 36,204 through .47.36.220 or 9A.36.050 Reckless Endangerment, and other applicabl4 Scale and G7ty codes NAME: ' D.O.B.. t L) HOME ADDMS;� .j `� (l ? �� J 1, S WORK ADDRESS? nn 1 �e WORK PHONE:�� _1� �� HOME _PHONE - COLOR EYES, WEI(3H'I': 1` J HEIGHT: S I l COLOR WASHINGTON STATE DRWERS UCENSE NUMBER: C:CTtotGc Opaaoaoo\raCRfinas .: TOTAL P.03 I i I mot} 4 O I. O BH -►z O �►4-7 t O J i SIGN SPACING = X (FEET) Rural Rood& 45 MPH 500'.- urDan Arterials 35/40 MPH 350'.- Uraan Stre eta Reslaentlal Areda 6 25/30 MPH Business District& 2001•- Ail signs ore alocK on orange unless Otherwise designated. C20-2A CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 35/45 30 60 25/30 20 40 High Level 96" min Warning Device BUFFER DATA BUFFER SPACE = B SPEED (MPH) 1.25 130 1 35 40 1 45 LENGTH ifeet)l 55 1 SS 1120 1 170 12201 =14VTYz?_ L_A.pj C C ILoSa> R4-7 B/W tl a a a 0 a ° « a ° a --------- ------- - ----°# -O ---- ---- -- - ----- -------°qa-------------------- °---- -- ---- ---- d I A o i t ROAD WORK R4-1 AHEAD B /W W20-1 LE�N LEGEND C( SIGN LOCATION -TRIPOD MOUNT 0 0 0 TEMPORARY TRAFFIC CONTROL DEVICES SAME TAPER FOR ALL SIDES. I a [/ 500' MAX. / 10' MIN TO EDGE OF G20-2A ENO PAVEMENT OR OUTSIDE AOAD wOAK EDGE OF PAVED SHOULDER WORK IN CENTER OF LOW -VOLUME ROAD STANDARD PLAN K-23 SHEET I OF 1 SHEET, APPROVED FOR PUBLICATION Harold J. Petetfeso 12.20-02 inns now.ws.o��urtr�sw.�om�wnwrr�emuataw.anc VA nnm..�wswrrsarawnnwo.owwwrameiswnawti Wmh�M!1� �fT ArpalMYMnOMIA1f0eWflfwOfAWegnl AOYI'wrrarwwm wsnou�c [NO ROAC YORE or reverse cone to to C20 20 show end of work area SOO'Buffer Vehic►e with TMA (optlonal) •t 00' —'1Rr— I r-8 W-21L1 M20-StRI w2o•� Block on Orange Rto" ROAD A0 OM MORX RARtAHEAD X X X HO�/ ARE R AREA�— �-a I I 1 ' r 7 ' T BUFFER DATA Buffer Space Speed (MPH) 25 30 35 40 45. 50 55 60 65 B (FT) 2 SS 1 85 1 120 170 220 280 335 41S 485 Buffer Vehicle Roll Ahead Distance 4 Yard Dump Truck 24.000 LBS Stationary Operation Moving Operatlon 8 (FT) 1 100 175 Roll Ahead Stopping' Distance Assumes 65 MPH Speed and Dry Pavement �ECENo ° ° ° Cnonne i i z i'ng Dev I ces C40 Seduenttal Arrow Siqn on°aO�ojr-1 ona diviaso rloadwayrwhe a one lane Isucllosed. SIGN SPACING TABLE Roadway Type Speed X Freewo s and Expreswoys 55/65 MPH (orSaslper Rural Roads 45/55 MPH 50012 Urban Artericla ' 35/40 MPH 350't Urban Streets Residental ond'Suslness 25/30 MPH 2001t Districts. MINIMUM TAPER LENGTH a L IN FEET Lone Width (feet) Posted Speed (MPH) 2S 30 3S 40 43 1 s0 Ss 6s 10 los 1% 2e5 270 4501 Soo sso - It Iis 16S 22S 29S 49S t2 12S 180 24S 320 S40 �gk NOTE 1. jf Buffr Vehicle Is not used see Buffer Data Table for required buffer space distance. Ineeepereted enenga to Cnepter 6 of 1400 end rtil" SJO OAT[ I REv1S10N 18T APPR 0 CHANNELIZING DEVICE SPACING (FT) MPH Toper ITangent 50/6S 40 80 35/45 30 60 25/30 20 40 [FOR LOCAL AGENCV USE TRAFFIC CONTROL PLANT YASMINGTON STATt DEPARTMENT OF TRANSPOR1010% OLYM►IA. VASMINOTON APPRovto MONTH DAY, YEAR STANDARD PLAN K-7 N + NOTES 1. No encroachment on travelled lone, if encroachment is necessary, lone must be closed. 2. See Buffer Data Table. Use of buffer vehicle Is recommended, it may be o work vehicle. if buffer vehicle is used, minimum distance from end of toper to work area sholl be total of "R" space. if buffer vehicle IS not used, minimum distance Shall be "B". ° 00' - P X ��• X ►r X L—/3 2' MIN 1 I 500 + Buffer vehicle 020.20 ROAD with beacon " WORK SHOULDER SHOULDER (opt; Ono l ) END WORK CLOSED ROAD PORK AHEAD AHEAD w201 W21-5 W21-502 atoperetoeshowe end of work area SIGN SPACING TABLE Roadway Type Speed X Freeways Expressways 55/65 MPH (or as per MUT ) Rural Roods 45/55 MPH 500't Urban Arteriols 35/40 MPH 350't Urban Streets Residentol 25/30 MPH 200't and Business Districts LEGEND 0 0o Cnonnelizing Devices Typicol opplicotion - Shoulder work on freeway or expressway. o.\t17 d'A unp o loos in•41•ta CHANNEL•IZING DEVICE SPACING (FT) MPH Toper Tangent 50/65 40 80 35/45 30 60 25/30 207 40 MINIMUM TAPER LENGTH = L IN FEET Lone Width (feet) Posted Speed (MPH) 25 30 35 1 40 45 S0; SS 65 . 10 Los 15012051270 456 SOO 550 11 115 165 225 29S 495 550 905 12 125 180 245 1 320 540 600 660 780 BUFFER DATA Buffer Space Speed (MPH) 25 30 35 40 45 50 55 60 1 65 B (FT) : 55 85 120 170 220 280 335 415 485 Buffer Vehicle Roll Ahead Distance 4 Yard Dump Truck' 24,000 LBS Stationary Operation Moving Operation B (FT) it 100 17S Roll Ahead 65 MPH Stopping Olstonee Assumes Speed and Dry Pavement lneerparoted changes to Chapter 6 of MUTCD °na r/sl9n#d SJD DATE REVISION I BY I APPR'D FOR LOCAL AQMHCV USE TRAFFIC CONTROL PLAN 1 WASMINGTON STATE DEPARTMENT OF TRANSPORTATION OLYMPIA. WASHINGTON APPROVED MONTH DAY, YEAR STANDARD PLAN K-17 I CITY OF RENTON Construction Permit Permit Number: U040220 Permission is hereby given to do the following described work, according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Renton. Work Description: DRILL TEST HOLES IN ROW Job Address: DUVALL AVE NE- SUNSET BLVD TO CITY LIMIT Owner: CITY OF RENTON 1055 S GRADY WAY RENTON, WA 98055 Contractor: HOLOCENE DRILLING INC Contractor License: HOLOCDI044KH 3719 70TH AVE E, BLDG B Contractor Phone: 253-863-9888 FIFE, WA City License: WD00 98424 Contact: CITY OF RENTON Contact's Phone: 425-430-7279 Other Information: Date of Issue 05/04/2004 Work Order 87031 Date of Expiration Parcel Number Date Finaled Inspector's Name Inspector's Phone It is understood that the City of Renton shall be held harmless of any and all liability, damage or injury arising from the performance of the work described above. You will be billed time and material for any work done by City staff to repair damages. Any work performed within the right-of-way must be done by a licensed, bonded contractor. Call 425-430-7203 one working day in advance for inspections. Locate utilities before excavating. Call before you dig - 48 Hour Locators 1-800-424-5555 I hereby certify that no work is to be done except Subject to compliance with the Ordinances of the as described above and in approved plans, and that City of Renton and information filed herewith work is to conform to Renton codes and permit is granted. ordinances. <W/ Applican v Public Works Rep HIS PERMIT MUST BE POSTED AT THE JOB SITE AT ALL TIMES. ENG01 12/00 bh Roth Hill Engineering Partners, LLC Roth H i I I LETTER OF TRANSMITTAL To: John Hobson City of Renton Planning/Building/Public Works 1055 South Grady Way Renton, WA 98055 Please find: ❑ Herewith via: Hand Deliver 2600 116"' Avenue NE, Suite 100 Bellevue, Washington 98004 Tel. 425.869.9448 800.835.0292 Fax 425.869.1190 Date: September 14, 2005 Client: City of Renton Contract No: Project No: 0015.00003.001 Subject: Sunset Interceptor, Ph. 3 COPIES DATE NO. DESCRIPTION 1 9/9/05 Final Drawings THESE ARE TRANSMITTED as checked below: ❑ As requested ❑ For review and comment ❑ For approval REMARKS: ❑ For your file ❑ Approved as noted ❑ For your information ❑ Returned for corrections ❑ Approved as submitted ❑ Resubmit copies James Wilhoit called me and asked me to send him revised drawings that included the federal aid tracking number on each sheet. I further understood from him that the PDF files were a little difficult to read. Hopefully, these will be better. Please let me know if you have any questions. COPIES: File FA0015\000111Design\Corresp\Owner\DC_072005_TF_Transmtl_Design Dwgs.doc SIGNED: Tony Fisher, P.E. From: James Wilhoit To: Hobson, John; Selove, Naomi Date: 06/20/2007 9:38:32 AM Subject: RE: OK. Thank you, John. James P. Wilhoit, PE Transportation Design City of Renton WA (425) 430-7319 (425) 430-7376 fax (206) 818-9357 cell >>> John Hobson 6/20/2007 9:37 AM >>> James & Naomi, The proposed revision to the sanitary sewer alignment will work fine. The clearances between the proposed pipes are great enough to achieve compaction so I don't see the need for any special measures such as "ethafoam" padding. If we end up with a clearance of less that 6" than we should use ethafoam for a cushion between the pipes. John >>> James Wilhoit 06/19/2007 11:31 AM >>> need to discuss with John, and he's tied up the rest of the day (Tues. 6/19). Will get back to you Wed. 6/20 James P. Wilhoit, PE Transportation Design City of Renton WA (425) 430-7319 (425) 430-7376 fax (206) 818-9357 cell >>> "Selove, Naomi" < Naomi.Selove(aabam.com > 6/19/2007 11:22 AM >>> Per our phone conversation yesterday with John, I said I would determine if the storm line could be lowered. The storm line is 24" DIA and the slope varies from 1 % (in the vicinity of the conflict at 202+80) to 3.3% (near the vicinity of outfall at 208+05). The storm line can be lowered one foot to avoid the conflict with the sanitary sewer line. Which would entail lowering approx 710 LF of 24" pipe. As an alternative I checked to see if we could lower the pipe a foot but make up the drop by making the slope shallower to the north. In order to do this we would have to increase the pipe size (due to decreased capacity at the shallower slope). This then decreases the vertical clearance between the offsite SD line going to the outfall and the onsite SD line going to the pond which would result in having to lower the pipe anyway. (The offsite line is below the onsite line). Therefore this alternative is not feasible. Another alternative I investigated is another configuration of the SS line, with the SD remaining in its current configuration. See attached "SD conflicts with sanitary sewer 6-19-07.pdf'. There would be approx 0.92 ft of clearance at point "C" and 0.86 ft of clearance at point "D". The clearance at point "C" could be increased to approx 1 ft by dropping the SD line 0.1 ft. I am unable to increase the clearance at point "D". As a safety factor I assumed a PVC wall thickness of 2" and 3" on the CPEP pipe. Please see attached calculations. John Hobson - RE Page 2 ` Please let us know what you would like to do. Or contact me if you need clarification. Naomi Selove-Schneider Engineer Voice 206-431-2279 Fax 206-431-2250 Email Naomi.Selove(a)_abam.com BERGER/ABAM Engineers Inc. 33301 9th Ave S, Suite 300 Federal Way, WA 98003-2600 http:Hwww.abam.com Notice: This message (including any attachments) contains confidential information intended for a specific individual and purpose, and is protected by law. If you are not the intended recipient, you should delete this message, and any disclosure, copying, or distribution of this message, or the taking of any action based upon it, is prohibited. From: James Wilhoit fmailto:iwilhoit(cDci.renton.wa.us] Sent: Monday, June 18, 2007 1:44 PM To:John Hobson Cc: OConnor, Mat; Selove, Naomi Subject: Fwd: John - Can you revise the SS line or tell us how you want it revised? James P. Wilhoit, PE Transportation Design City of Renton WA (425) 430-7319 (425) 430-7376 fax (206) 818-9357 cell >>> "Selove. Naomi" < Naomi.SeloveCa abam.com > 6/18/2007 10:46 AM >>> James, Per our meeting of 5/17/07, we were to determine locations where there were less than one foot of clearance between the existing sanitary sewer lines and the proposed storm drain system. There is one location (STA 184+34) where there is 0.90 feet of clearance. We shall add this location to our potholing schedule. I also checked the clearances between the proposed SS lines and proposed storm system. There is one conflict at STA 202+80. At this location the storm line can not be lowered, if lowered it creates an additional conflict with another SD line. Please forward to John Hobson to revise SS line. -APR-29-2004 THU 09:41 AM HWA GEOSCIENCES FAX NO, 4257742714 P. 02 ZHWA GEOSC1ENCES INC. ;� ( i,rv(t•c;,,;i,',�! )':�,;i:,rrri:r.• 11�•r/ra�r��l:n,i. . (:l i -( l%I'll(,r?rll, ))r,II "i'I I'i,,,I • INIII,,, IIllr! (- I,',(I1fQ l'It().iE CT NAMi?: SUNSET INT1?t CUTTOR-PURSE III f)AT17,,: 4-29-2004 TO: Ali% John Hobson: City of Renton 1"ROM: Steven J?. Greene, L.E.G: HWA GEOSCIENCFS inc. Sa I'i. Hong, .Y.E,: HWA GFOSCIENCES Inc. SUBJE,C ., PROJ V,('T NO. DOVALL AVENUE FXVLORATION PLAN 2004-052 ne Attached you -will lined aps (Fi.,pures.l dhrou in 4) with the approxilrlute locations of our proposcd exploration borings for the above rcfcrcneed project task. We anticipate that drilling nclivitius will be conducted over a 1-2 day period. Drilling will be conducted utilizinp a truck mounted drill rig (22 feet long and 8 feet wide) equipped with hollow - stem aup,crs that call access paved areas only. We have marked G boring locations in the field. I IWA intonds to drill at as few as 3 or as many as 5 of the locations depending conditions obsca-ved and the driller's rate of progress. WC Cxllecl 11111t (lrillirlg" will be ,along the shoulder of the westernmost southbound lane of Duvall Avenue within or adjacent to the existing sewer trench. Drilling activities 511a11 procccd from north to south along the alignment.. We propose that a traffic control plan for tllc lane closure (WSDOI' Standard Plan K-17) will be used. When moving between holes on Duvall Avenue a truck equipped with flashers will follow the drill rig. Our 111tL)111. i; tO 11)11111111/-C disturbancc to pavcincnt, however, some disturbance to the pavcmealt will inevitably occur. Piezometers will be installed and borings hackfilled per DOE" regnlatiorts, Holes will be patched at the surface with rapid setting concrete. All cuttings will be rerrioved and disposed off -site. We will coordinate our efforts with City of Renton personnel regarding access and adjust exploration locations, accordingly, in an c.[Toi-1 to minimize sm-(ieial;and traffic impacts and insure a safe work environment. l l NVA will locate tho borings in the field utilizing marking paint and labeling the 01,01.11)dlptivement surface as follows: IMA Mi-1, 1311-2, etc.; and as appropriate. Utility r.: locates will bu called in by the client for all exploration locations as described below. We 19730-6401M.nucW. require that Lhe sewer pipe: centerline and all ether utilities within a 20 foot radius of our SWIL7200 Lynnwood, OVA 98036,5957 TO: 1'5.7'14.0106 Pax: 42S.774.2714 www.11 %"ugcnscir/it APR-29-2004 THU 09:42 AM HWA GEOSCIENCES FAX NO. 4257742714 P. 0;i ��hril ?9-2004 1IWA ProiccL No. 2004-052 hroposcd hole locations be niarkcd in the field. In addition, vve request that the depth to top oFthc exisLin; scwer ripe or invert and pipe diainetcr be providetl for each location. Tablc I summarizes the existinb surface conditioiis, equi.pinent-to-bc.used-and-traffic--- control measures proposed at each exploration btnino location. TATIL-F I SUNS1,71' INTERCEPTOR: DUVALL AVE EXPL01tATION PLAN SUMMARY_ 1+;\f'L.U1L�1'lUN APPROXIMATL API'1:0XIMATF. LOCATION Y'RovosEl) TRAFFIC OKSICiNATnoN ti'1'AT'!UN 0 1 SE,l r DESCRivrioN I EpU1PMEN1 CONTROL Grass covered 11WA-1A* 197+74' 34' T_T area west of ditch Asphalt FIWA•IB 1971-23' 30' LT Pavenlcllt Asphalt IIWA-2 1931-12' 22' LT Pavcmcnt Asphalt 11WA-3 197+69' 23' LT Pavement ........ ._ .._ .....-- — —._Asphalt ----•-- - HWA-4 1831-23' 20' LT Pavement ......._.... Asphalt 11WA-1__,..j 179 F 66' 28' I-T Pavement ?Nr, e-Only one to be drilled.-- Truck Mounted Nonc Nccded HSA Trill rid — WSDOT Plan Truck Mounted K-17-Close HSA Drill rig_ Shoulder WSDOT Plan Truck Mounted K-17-Close HSA Drill rig Shoulder_ __ WSUO'I' Plan Tnlck Mounted K-17-Close I1SA Drill rig Shouldcr Truck _ WSDOT flats Mounted K-17-Close J-TSA Drill rig Shouldcr Truck WSDOT Plan Mounted K-17-Close ITSA Drill ri4 Shouldcr A Gcnerali7.ed detail illustrating the traflie control plan K-17 is attached as figure 5 Table 2 summarizes the -existing borings (shown on the attached figures) that will be utilized as sttrnlrnwrital information for this Pn)icct. 'CARLt, 2 SOU111 INTERCEPTOR PIYASI+,1 1. LXIS'rtNG SUBSURFACE. EXPLORATIONS T;xlllt►ratilln _l)e_signntiOil _ B!`1-11 Conducted - _13.y _Geol_ng7iuccrs_ Approxima(c Station Approximate _Off Set — Depth (feet) 201+56 7' LT _ _21.5 _-_ _ 1.311-12 I IT-13 I3II-14 ---- II>�-15 I,kf-16 195,60 50' RT 8.5 195+00 40' RT 21.5 191+50 CL 20.5 1.85+98 180+85 8' RT 14 18 6' 1.T �unscL lntcrccptor-P1ll Exploration flan -A 2 HWA GEOSCIENCES INC. cn LLJ C-D in CD cli zr CY) C=) CD CV 1 C37) CV JI, 4-lC 4- 8-11 z", j E-1T LANAI-. G N" aca 'a, -'v24-:ia,,cd co G. —Le. by WA.11 ' SUNSE, INE.:�CEPTOR-PH i.! FT-T" EXPLORA TiO.N' DUVALL AVE, REN I —ON. P�A.N NIA r— C\j CD <r- LL- -7L vuvov L .,Ivc. ,ic -J- 4-- 1 a-12 - SUNS 'T i.NTE RC&PTOFR-PH 04 EXPLO RATI !ON uLai -DUVALL RENTON, PLAN iMAP HWAG7K)SCENCES I NC- Z-3-441� F '."URe 2 APR-29-2004 THU 09:43 AM HWA GEOSCIENCES FAX NO. 4257742714 F. Ub MAICHLINE. SLE I'IGLJ(?C MATCHUNE. SEE Fi,-,k]rF A Mw .tea^ 1 zj 7 1 ''� ;'/ _.-J-It�II� — ----------------- -41 B- E—ar.; 8c—y -, GcoEwoca n, 204 Blf-: .. . ....... A kx '� . .. �:. ., .-.. �1n III � :I w_.d.� ' � I. g •'i'J / j . t ,ram- /* ulzi ff?Tm HVIV.-M-JEOSCLEINC-S INC SUNSET INTERCEPTPR-PH 3i C U. V/,-!- AVE. R E N T OX. Z. t EXPLORATION PLAN "JAP Ta,ceG for VSDOT. 092 - - - - - - - - - - - .01M v.1-d - - - - - - - - - - - - -l' fl CLOSED TRAFFIC C0.NT—^CL PLAN IQ sv„ STANDARDP,-N4 K -17 SUNSE7 INTERCEPTOR. -PH."' u"l DUVALL AVE,RENTO\',' HWA G-EoSCihN-CESlNC %-'!-'SHI',,G'-'ON TRAFFIC CONTROL PLAN H��oc�iJt' �R���►�C� Z!53 G Z'Z -7o4C Cv,y-r. # IOC--V COTo44K14 CITY OF RENTON RECEIVED. PLANNING/ BUILDING/ PUBLIC WORKS JAN 131004 MEMORANDUM CITY OFRENTON DATE: JANuARY 22. 2004 TO: David Christensen, Wastewater Engineering/Technical Services Abdoul Gafour, Water Engineering Karl Hamilton, Transportation Operations Kayren Kittrick, Development Services Ron Straka, Surface Water Engineering John Thompson, Maintenance Services FROM: Robert Lochmiller, Transportation Design, ext. 7303 SUBJECT: City of Renton Standard Specification Review, Division 7 A review needs to be done by your groups to see which City Specials should be updated, deleted, or if new ones need to be created, to correspond with the WSDOT Standard Specification and Amendments of 2004. There are seven divisions, numbered 1 through 9. Division 3 and 4 have no amendments. Over the next few months, the Transportation Design Section will be sending out to you the latest City Amendments to the WSDOT Standard Specifications. Attached you will find Division 7 Please respond to each package as you receive it. Do not save up everything until the end and try to respond to it then, as you will find that this will not produce a product worthy of use by the City of Renton. Should we get no comments from your Section at the end of review, it will be assumed that your Section agrees verbatim with the attached package. When reviewing and you have a modification, deletion, or new special for a certain section, please fill out a revision form (also attached). This form can be e-mailed to you so you may fill it out electronically, and print it as many times as needed. At the end of the review period the updates will be incorporated into the software. If you have any questions or comments please let me know. Attachments: 2 cc: Leslie Lahndt File 5?'—'C\ Sf (1ZGSFS H:\Division.s\TRANSPOR.TAPDESIGN.ENG\SPECWpec Com ittee\Spec Review Memo 04.doc R7-01.DT8 7-01 DRAINS 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 R7-01.2. DT8 7-01.2 Materials The second paragraph of Section 7-01.2 is revised as follows: Drain pipes may be concrete, zinc coated (galvanized) corrugated iron with Asphalt Treatment I, aluminum coated (aluminized) corrugated iron with Asphalt Treatment I, zinc coated (galvanized) steel with Asphalt Treatment I, corrugated aluminum alloy, polyvinyl chloride (PVC), or corrugated polyethylene (PE) at the option of the Contractor unless the Plans specify the type to be used. R7-01.3. DT8 7-01.3 Construction Requirements Section 7-01.3 is revised as follows: We second paragraph is revised as follows: PVC drain pipe shall be jointed with a bell and spigot joint using a flexible elastomeric seal as described in Section 9-04.8. The bell shall be laid upstream. PE or ABS drain pipe shall be jointed with snap -on, screw -on, or wraparound coupling bands as recommended by the manufacturer of the tubing. The sixth paragraph is revised as follows: PVC underdrain pipe shall be jointed using either the flexible elastomeric seal as described in- Section 9-04.8 or solvent cement as described in-Section-9=04.9, at the option of the Contractor unless otherwise specified in the Plans. The bell shall be laid upstream. PE or ABS drainage tubing underdrain pipe shall be jointed with snap -on, screw -on, or wraparound coupling bands, as recommended by the manufacturer of the tubing. R7-01.4. DT8 7-01.4 Measurement Section 7-01.4 is supplemented adding the following: When the contract does not include "structure excavation Class B" or "Structure excavation Class B including haul' as a pay item all costs associated with these items shall be included in other contract pay items. R7-02. DT8 7-02 CULVERTS R7-02.2.DT8 7-02.2 Materials The second paragraph of Section 7-02.2 is revised and supplemented as follows: Where steel or aluminum are referred to in this Section in regard to a kind of culvert pipe, pipe arch, or end sections, it shall be understood that steel is zinc coated (galvanized) with Asphalt Treatment I or aluminum coated (aluminized) corrugated iron or steel, and aluminum is corrugated aluminum alloy as specified in Sections 9-05.4 and 9-05.5. Where plain or reinforced concrete, steel, or aluminum are referred to in Section 7-02 it shall be understood that reference is also made to PVC. R7-03. DT8 7-03 STRUCTURAL PLATE PIPE, PIPE ARCH, ARCH, AND UNDERPASS R7-03.2. DT8 DIVISION 7 -UPDATED January22, 2004 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 7-03.2 Materials The first paragraph of Section 7-03.2 is revised as follows: Materials shall meet the requirements of the following sections: Concrete Class 3000 6-02 Corrugated Steel Asphalt Treatment 1 9-05.6(8) Corrugated Aluminum 9-05.6 8 Reinforcing Steel 9-07 R7-03.5. DT8 7-03.5 Payment The first paragraph of Section 7-03.5 is revised as follows: Payment will be made in accordance with Section that are included in the proposal: "St. Str. Plate Pipe Gage In. Diam.", per "St. Str. Plate Pipe Arch Gage Ft. Treatment I. "St. Str. Plate Arch Gage Ft. Treatment 1. "Structure Excavation Class B", per cubic yard. 1-04.1, for each of the following bid items linear foot with Asphalt Treatment I. _ In. Span", per linear foot with Asphalt In. Span", per linear foot with Asphalt "Structure Excavation Class B Incl. Haul", per cubic yard. If no bid item for Structure Excavation Class A or Structure Excavation Class B, including haul, is included in the schedule of prices then the work will be considered incidental and its cost should be included in the cost of the pipe. "Shoring or Extra Excavation Class B". If it is not in the contract, then it shall be incidental. R7-04. DT8 7-04 STORM SEWERS R7-04.2. DT8 7-04.2 Materials The second paragraph of Section 7-04.2 is revised as follows: Where steel or aluminum are referred to in this Section in regard to a kind of storm sewer pipe, it shall be understood that steel is zinc coated (galvanized), Asphalt Treatment Coated corrugated iron or steel and aluminum is corrugated aluminum alloy as specified in Sections 9-05.4 and 9-05.5. The Contractor shall require pipe suppliers to fumish certificates signed by their authorized representative, stating the specifications to which the materials or products were manufactured. The Contractor shall provide 2 copies of these certifications to the Engineer for approval. Certificates showing nonconformance with the Contract shall be sufficient evidence for rejection. Approval of certificates shall be considered only as tentative acceptance of the materials and products, and such action by Engineer will not relieve Contractor of his/her responsibility to perform field tests and to replace or repair faulty materials, equipment, and/or workmanship and Contractor's own expense. R7-04.4. DT8 7-04.4 Measurement The first paragraph of Section 7-04.4 is revised as follows: The length of storm sewer pipe will be the number of linear feet of completed installation measured along the invert and will include the length through elbows, tees, and fittings. The number of linear feet will be measured from the center of manhole or from the center of catch basin to center of catch basins and similar type structures. DIVISION 7 -UPDATED January22, 2004 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 R7-04.5.DT8 7-04.5 Payment The second and third paragraphs of Section 7-04.5 are revised as follows: The unit contract price per linear foot for storm sewer pipe of the kind and size specified shall be full pay for all work to complete the installation, Including adjustment of inverts to manholes. When no bid item "gravel backfill for pipe bedding" is included in the Schedule of Prices, pipe bedding, as shown in the standard plans, shall be considered incidental to the pipe and no additional payment shall be made. Testing of storm sewer pipe, if required by the Engineer, shall be considered incidental to and included in the unit contract prices for other items. Cost of connecting pipe to structures shall be included in the various unit contract prices for storm sewer pipe, and no additional compensation will be allowed. Abandonment and plugging of pipe shall be included in the lump sum contract price for "Removal of Structure and Obstruction". No separate payment will be made. R7-05.dt8 7-05 MANHOLES, INLETS, AND CATCH BASINS R7-05.3.dt8 7-05.3 Construction Requirements Section 7-05.3 is supplemented by adding the following: All manholes shall have eccentric cones and shall have ladders. R7-05.3(1).DT8 7-05.3(1) Adjusting Manholes and Catch Basins to Grade Section 7-05.3( ) is replaced with: Where shown in the Plans or where directed by the Engineer, the existing manholes, catch basins, or inlets shall be adjusted to the grade as staked or otherwise designated by the Engineer. The existing cast iron ring and cover on manholes and the catch basin frame and grate shall first be removed and thoroughly cleaned for reinstalling at the new elevation. From that point, the existing structure shall be raised or lowered to the required elevation. In unpaved streets: Manholes, catch basins and similar structures in areas to be surfaced with crushed rock or gravel shall be constructed to a point approximately eight inches below the subgrade and covered with a temporary wood cover.. Existing manholes shall be cut off and covered in a similar manner. The contractor shall carefully reference each manhole so that they may be easily found upon completion of the street work. After placing the gravel or crushed stone surfacing, the manholes and manhole castings shall be constructed to the finished grade of the roadway surface. Excavation necessary for bringing manholes to grade shall center about the manhole and be held to the minimum area necessary. At the completion of the manhole adjustment, the void around the manhole shall be backfilled with materials which result in the section required on the typical road way section, and be thoroughly compacted. In cement concrete pavement: Manholes, catch basins and similar structures shall be constructed and adjusted in the same manner as outlined above except that the final adjustment shall be made and cast iron frame be set after forms have been placed and checked. In placing the concrete pavement, extreme care shall be taken not to alter the position of the casting in any way. DIVISION 7 -UPDATED January22, 2004 1 In asphalt concrete pavement: Manholes shall not be adjusted until the pavement is 2 completed, at which time the center of each manhole shall be carefully relocated from 3 references previously established by the contractor. The pavement shall be cut in a 4 restricted area and base material be removed to permit removal of the cover. The 5 manhole shall then be brought to proper grade utilizing the same methods of 6 construction as for the manhole itself. The cast iron frame shall be placed on the 7 concrete blocks and wedged up to the desired grade. The asphalt concrete pavement 8 shall be cut and removed to a neat circle, the diameter of which shall be equal to. the 9 outside diameter of the cast iron frame plus two feet. The base materials and crushed 10 rock shall be removed and Class 3000 or Commercial Portland Cement Concrete shall 11 be placed so that the entire volume of the excavation is replaced up to within but not to 12 exceed 2 inches of the finished pavement surface. On the day following placement of 13 the concrete, the edge of the asphalt concrete pavement, and the outer edge of the 14 casting shall be painted with hot asphalt cement. Asphalt Class G concrete shall then be 15 placed and compacted with hand tampers and a patching roller. The complete patch 16 shall match the existing paved surface for texture, density, and uniformity of grade. The 17 joint between the patch and the existing pavement shall then be carefully painted with 18 hot asphalt cement or asphalt emulsion and shall be immediately covered with dry 19 paving sand before the asphalt cement solidifies. The inside throat of the manhole shall 20 be thoroughly mortared and plastered. 21 22 Adjustment of inlets: The final alignment and grade of cast iron frames for new and old 23 inlets to be adjusted to grade will be established from the forms or adjacent pavement 24 surfaces. The final adjustment of the top of the inlet will be performed in similar manner 25 to the above for manholes. On asphalt concrete paving projects using curb and gutter 26 section, that portion of the cast iron frame not embedded in the gutter section shall be 27 solidly embedded in concrete also. The concrete shall extend a minimum of six inches 28 beyond the edge of the casting and shall be left 2 inches below the top of the frame so 29 that the wearing course of asphalt concrete pavement will butt the cast iron frame. The 30 existing concrete pavement and edge of the casting shall be painted with hot asphalt 31 cement. Adjustments in the inlet structure shall be constructed in the same manner and 32 of the same material as that required for new inlets. The inside of the inlets shall be 33 mortared and plastered. 34 35 Monuments and cast iron frame and cover: Monuments and monument castings shall 36 be adjusted to grade in the same manner as for manholes. 37 38 Valve box castings: Adjustments of valve box castings shall be made in the same 39 manner as for manholes. 40 41 R7-05.3(2).DT8 42 7-05.3(2) Abandon Existing Manholes 43 Section 7-05.3(2) is revised as follows: 44 45 Where it is required that an existing manhole be abandoned, the structure shall be 46 broken down to a depth of at least 4 feet below the revised surface elevation, all 47 connections plugged, the manhole base shall be fractured to prevent standing water, 48 and the manhole filled with sand and compacted to 90 percent density as specified in 49 Section 2-03.3(14)C. Debris resulting from breaking the upper part of the manhole may 50 be mixed with the sand subject to the approval of the Engineer. The ring and cover shall 51 be salvaged and all other surplus material disposed of. 52 53 R7-05.3(3).dt8 54 7-05.3(3) Connections to Existing Manholes 55 Section 7-05.3(3) is supplemented by adding the following: 56 57 Where shown on the plans, new drain pipes shall be connected to existing line, catch 58 basin, curb inlets and/or manholes. The contractor shall be required to core drill into the 59 structure, shape the new pipe to fit and regrout the opening in a workmanlike manner. DIVISION 7 -UPDATED January22, 2004 1 Where directed by the engineer or where shown on the plans, additional structure 2 channeling will be required. 3 4 A "connection to existing" item will be allowed at any connection of a new line to an 5 existing structure, or the connection of a new structure to a existing line. No 6 "connection to existing" will be accepted at the location of new installation, relocation 7 and adjustment of line manholes, catch basins or curb inlets. 8 9 Any damage to existing pipe or structure that is to remain in place resulting from the 10 Contractor's operations shall be repaired or replaced at his own expense. 11 12 The unit bid price per each shall be full compensation for all labor, materials and -7-o5.1, 13 equipment required. 14 p�`" `' "' �177 r 15 R7-05.4.dt8 �� do 16 7-05.4 Measurement Section 7-05.4 is follows: 17 revised and supplemented as n/1 ►14, �M0Le LppTl"C 18 (******) 19 Manholes will be measured per each. Measurement of manhole heights for payment 20 purposes will be the distance from finished rim elevation to the invert of the lowest outlet 21 pipe. 22 23 Adjustments of new structures and miscellaneous items such as valve boxes shall be 24 considered incidental to the unit contract price of the new item and no further compensation 25 shall be made. 26 27 Adjustment of existing structures and miscellaneous items such as valve boxes shall be 28 measured by "Adjust Existing ," per each, which shall be full pay for all labor and per 29 materials including all concrete for the adjustment in accordance with Section 7- 30 05.3(1) and the City of Renton Standard Details. 31 32 Connection to existing pipes and structures shall be measured per each. 33 34 R7-05.5.dt8 35 7-05.5 Payment 36 Section 7-05.5 is supplemented as follows: 37 (******) 38 "Adjust Existing ," per each. 39 The unit contract price per each for "Adjust Existing shall be full pay for all costs 40 necessary to make the adjustment including restoration of adjacent areas in a manner 41 acceptable to the Engineer. 42 43 If no bid item for Structure Excavation Class A or Structure Excavation Class B is included in 44 the schedule of prices then the work will be considered incidental and its cost should be 45 included in the cost of the pipe. 46 ' , LZ -�—fy2. tTt,-cc 47 "Connect to Existing Catch Basin," per each. 48 49 "Connect Structure to existing pipe," per each. 50 51 R7-08.dt8 52 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 53 54 R7-08.3(1)C.dt8 55 7-08.3(1)C Bedding the Pipe 56 Section 7-08.3(1)C is supplemented by adding the following: 57 DIVISION 7 -UPDATED January22, 2004 1 Pipe bedding for PVC sewer pipe shall consist of clean, granular pea gravel 2 consistent with section 9-03.12(3). It shall be placed to a depth of 6" over and 6" 3 under the exterior walls of the pipe. 4 5 Hand compaction of the bedding materials under the pipe haunches will be 6 required. Hand compaction shall be accomplished by using a suitable tamping tool 7 to firmly tamp bedding material under the haunches of the pipe. Care shall be 8 taken to avoid displacement of the pipe during the compaction effort. 9 10 Pipe bedding shall be considered incidental to the pipe and no further 11 compensation shall be made. 12 13 R7-08.3(2)A.dt8 14 7-08.3(2)A Survey Line and Grade 15 Section 7-08.3(2)A is replaced with: 16 17 Survey line and grade control shall be provided in accordance with Sections 1-05.4, 18 1-05.5 and 1-11 In a manner consistent with accepted practices. 19 20 The Contractor shall transfer line and grade into the trench where they shall be 21 carried by means of a laser beam using 50 foot minimum intervals for grade 22 staking. Any other procedure shall have the written approval of the Engineer. 23 24 R7-08.3(2)B.dt8 25 7-08.3(2)B Pipe Laying — General 26 Section 7-08.3(2)B is supplemented by adding the following: 27 28 Checking of the invert elevation of the pipe may be made by calculations from 29 measurements on the top of the pipe, or by looking for ponding of 1/2" or less, 30 which indicates a satisfactory condition. At manholes, when the downstream 31 pipe(s) is of a larger size, pipe(s) shall be laid by matching the (eight -tenths) flow 32 elevation, unless otherwise approved by the Engineer. 33 34 All pipe, fittings, etc. shall be carefully handled and protected against damage, 35 impact shocks, and free fall. All pipe handling equipment shall be acceptable to the 36 ENGINEER. Pipe shall not be placed directly on rough ground but shall be 37 supported in a manner which will protect the pipe against injury whenever stored at 38 the trench site or elsewhere. No pipe shall be installed where the lining or coating 39 show defects that may be harmful as determined by the ENGINEER. Such 40 damaged lining or coating shall be repaired, or a new undamaged pipe shall be 41 furnished and installed. 42 43 The CONTRACTOR shall inspect each pipe and fitting prior to installation to insure 44 that there are not damaged portions of the pipe. Any defective, damaged or 45 unsound pipe shall be repaired or replaced. All foreign matter or dirt shall be 46 removed from the interior of the pipe before lowering into position in the trench. 47 48 Pipe shall be kept clean during and after laying. All openings in the pipe line shall be closed with water tight expandable type sewer plugs at the end of each days 49 operation or whenever the pipe openings are left unattended. The use of burlap, 50 wood, or other similar temporary plugs will not be permitted. 51 - - Where necessary to raise or lower the pipe due to unforeseen obstructions or other 52 causes, the ENGINEER may change the alignment and/or the grades. -€ pf-�r 53 short runs-vAk4Y! -be fi pipes she lakik 54 gfed _ _ _ _ _ —T 55 I u 56 o pre ment.— -- 57 58 Unless otherwise required, all pipe shall be laid straight between the changes in 59 alignment and at uniform grade between changes in grade. For concrete pipes P��ES SHd.i-L_ 1 n1S� oLLe-1� Yiti[:t� 1 HL LC%J=—iZ '! Z�:TRJc2 DIVISION 7 -UPDATED January22, 2M4 6 'Tr*E i F r=►x��c-E�. T^*+E tom► I Tv 13Ls I kisrsr.. 'T}t N1C j,02 E�LA n-w..J TZ)WAA?-0 n� Lv j2 S�Z..cTv�2� htC i"l 1 with elliptical reinforcement, the pipe shall be placed with the minor axis of the 2 reinforcement in a vertical position. 3 4 Immediately after the pipe joints has been made, proper gasket placement shall be 5 checked with a feeler gage as approved by the pipe manufacturer to verify proper 6 gasket placement. 7 8 R7-08.3(2)E.dt8 9 7-08.3(2)E Rubber Gasketed Joints 10 Section 7-08.3(2)E is supplemented as follows: 11 g ..... ) 12 are shall be taken by the CONTRACTOR to avoid over pushing the pipe and 13 damaging the pipe or joint system. Any damaged pipe shall be replaced by the 14 Contractor at his expense. 15 16 R7-08.3(2)H.dt8 17 7-08.3(2)H Sewer Line Connections 18 Section 7-04.3(2)H is supplemented by adding the following: 19 20 All connections not occurring at a manhole or catch basin shall be done utilizing 21 pre -manufactured tee connectors or pipe sections approved by the Engineer. Any 22 other method or materials proposed for use in making connections shall be subject 23 to approval by the Engineer. 24 25\ Unless otherwise approved by the Engi r connections of lateral sewers to 26 existing mains shall be made through a cast iro saddle secured to the sewer main 27 with stainless steel bands. When the exls In main Is constructed of vitrified clay, 28 plain or reinforced concrete, cast or ductile iron pipe, the existing main shall be cor 29 drilled. 30 31 Connections (unless booted connections have been provided for) to existing 32 concrete manholes shall be core -drilled, and shall h t 33 m® - 34 use a conical type flexible seal equal to kore-N-Seal. PVC pipe 35 connection shall consist of tee, nipple and couplers as approved by th ngineer. 36 '37 R7-08.3(2)J.dt8 38 Section 7-08.3(2)J is an added new section: 39 (******) 40 7-08.3(2)J Placing PVC Pipe 41 in - PVC pipe shall be laid 42 beginning at the lower end, with the bell end upgrade. Pea gravel will be used as 43 the bedding material apd extend from 6" below the bottom of the pipe to 6"aboye 44 the top of the pipe.jWhen it is necessary toconnect to a structure with a mudded 45 joint a rubber gasketed concrete adapter -collar will be used at the point of 46 (connection. — ----- 47 Itj1=r -tn.s CaYc—Rc�fl � 48 R7-08.4.dt8 -7 _ 49 7-08.4 Measurement 50 The first paragraph of Section 7-08.4 is revised as follows: 51 (******) 52 Gravel backfill for foundations, or gravel backfill for pipe zone bedding when used for 53 foundations, shall be measured by the cubic yard, including haul, as specified in 2-09, or by 54 the TON. 55 56 R7-08.5.dt8 57 7-08.5 Payment 58 Section 7-08.5 is replaced with: 59 (******) DIVISION 7 -UPDATED January22, 2004 1 Payment will be made in accordance with Section 1-04.1 for each of the following bid items 2 that are included in the proposal: 3 "Gravel Backfill for Foundations Class ", per cubic yard, or Ton. L — 4 "Gravel Backf ill for Pipe Zone Bedding", per cubic yard, or Ton. 5 All costs associated with furnishing and Installing bedding and backfill material within the 6 pipe zone in the installation of culvert, storm sewer, and sanitary sewer pipes shall be 7 included in the unit contract price for the type and size of pipe installed. 8 "Plugging Existing Pipe", per each. 9 "Commercial Concrete", per cubic yard. 10 "Structure Excavation Class B", per cubic yard. 11 "Structure Excavation Class B Incl. Haul", per cubic yard. 12 Unless specifically identified and provided as separate items, structure excavation, 13 dewatering and backfilling shall be incidental to pipe installation and no further compensation 14 shall be made. 15 All costs in jointing dissimilar pipe with a coupling or concrete collar shall be included in the 16 unit contract price per foot for the size and type of pipe being jointed. 17 "Shoring or Extra Excavation Class B", per square foot. 18 If this pay item is not in the contract, then it shall be incidental. 19 20 R7-09.dt8 21 7-09 PIPE AND FITTINGS FOR WATER MAINS 22 23 R7-09.3(15)A.dt8 24 7-09.3(15)A Ductile Iron Pipe 25 The first paragraph of Section 7-09.3(15)A is revised as follows: 26 27 Long radius ("{ ;:? uct or more'? curves, either horizontal or vertical, may be laid with 28 standard pipe by deflecting the joints. If the pipe is shown curved in the Plans and 29 no special fittings are shown, the Contractor can assume that the curves can be 30 made by deflecting the joints with standard lengths of pipe. If shorter lengths are 31 required, the Plans will indicate maximum lengths that can be used. The amount of 32 deflection at each pipe joint when pipe is laid on a horizontal or vertical curve shall 33 not exceed one half of the manufacturer's printed recommended deflections. 34 35 R7-09.3(15)B.dt8 36 7-09.3(15)B Polyvinyl Chloride (PVC) Pipe (4 inches and Over) 37 Section 7-09.3(15)B is supplemented as follows: 38 39 Polyvinyl Chloride (PVC) Pipe shall not be used for water mains and 40 appurtenances. 41 42 R7-09.3(17).dt8 43 The title and text of section 7-09.3(17) has been revised as follows: 44 7 45 - 09.30) Laying Ductile Iron Pipe and Fittings with Polyethylene 46 Encasement 47 The Contractor shall lay ductile iron pipe with a polyethylene encasement. Pipe and 48 polyethylene encasement shall be installed in accordance with AWWA C105. The 49 polyethylene encasement shall also be installed on all appurtenances, such as pipe 50 laterals, couplings, fittings, and valves, with 8 mil. polyethylene plastic in accordance 51 with Section 4-5 of ANSI 21.5 or AWWA C105. 52 53 The polyethylene wrap shall be tube type and black color. Any damage that occurs to 54 the wrap shall be repaired in accordance with ANSI/AWWA C105/A21.5-93. 55 56 Installation of the polyethylene encasement shall be considered incidental to the 57 installation of the pipe and no additional payment shall be allowed. 58 59 R7-09.3(19)A.dt8 DIVISION 7 -UPDATED January22, 2004 1 7-09.3(19)A Connections to Existing Mains 2 Section 7-09.3(19)A is revised and supplemented as follows: 3 4 The Contractor may be required to perform the connection during times other than 5 normal working hours. The Contractor shall not operate any valves on the existing 6 system . Water system personnel will operate all valves on the existing system for 7 the contractor when required. 8 9 No work shall be performed on the connections unless a representative of the 10 water department is present to inspect the work. 11 12 When not stated otherwise in the special provisions or on the plans all connections 13 to existing water mains will be done by City forces as provided below: 14 15 City Installed connections: 16 1. Connections to existing piping and tie-ins are indicated on the drawings. The 17 contractor must verify all existing piping, dimensions, and elevations to assure 18 proper fit. 19 2. Connections to the existing water main shall not be made without first making 20 the necessary arrangements with the Engineer in advance. 21 22 A two -week advance notice shall be required for each connection which requires a 23 cutting of the existing water mains or a shut -down of the existing water mains. The 24 City reserves the right to re -schedule the connection if the work area is not ready at 25 the scheduled time for the connection. 26 27 Work shall not be started until all the materials, equipment and labor necessary to '28 properly complete the work are assembled on site. 29 .30 The Contractor shall provide all saw -cutting, removal and disposal of existing '31 surface improvements, excavation, haul and disposal of unsuitable materials, 32 shoring, de -watering, foundation material, at the connection areas before the 33 scheduled time for the connection by the City. The Contractor shall provide all 34 materials necessary to install all connections as indicated on the construction 35 plans, including but not limited to the required fittings, couplings, pipe spools, 36 shackle materials to complete the connections. The Contractor shall provide and 37 install concrete blocking, polywrap the piping at the connections, backfill and 38 surface restoration at the locations shown on the plans for the connections to the 39 existing water mains. 40 41 The City will cut the existing main and assemble all materials. 42 43 R7-09.3(21).dt8 44 Section 7-09.3(21) has been supplemented by adding the following: 45 46 - 09.3(21) Concrete Thrust Blocking and Dead -Man Block 47 Provide concrete blocking at all hydrants, fittings and horizontal or vertical angle points. 48 Conform to The City of Renton standard details for general blocking, and vertical blocks 49 herein. All fittings to be blocked shall be wrapped with 8-mil polyethylene plastic. 50 Concrete blocking shall be properly formed with plywood or other acceptable forming 51 materials and shall not be poured around joints. The forms shall be stripped prior to 52 backfilling. Joint restraint (shackle rods), where required, shall be Installed in 53 accordance with section 7-11.3(15). 54 55 Provide concrete dead -man blocks at locations shown on the plans. The dead -man 56 block shall include reinforcing steels, shackle rods, installation and removal of formwork. 57 58 Blocking shall be commercial concrete (hand mixed concrete is not allowed) and poured 59 in place. 60 DIVISION 7 -UPDATED January22, 2004 2 3 4 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 R7-09.3(23).dt8 7-09. (23) Hydrostatic Pressure Test Section 7-09.3(23) is supplemented and revised as follows: A hydrant meter and a back flow prevention device will be used when drawing water from the City system. These may be obtained from the City by completing the required forms and making required security deposits. There will be a charge for the water used. Before applying the specified test pressure, air shall be expelled completely from the pipe, valves and hydrants. If permanent air vents are not located at all high points, the contractor shall install corporation cocks at such points so that the air can be expelled as the line is filled with water. After all the air has been expelled, the corporation cocks shall be closed and the test pressure applied. At the conclusion of the pressure test, the corporation cocks shall be removed and plugged. . The quantity of water required to restore the pressure shall be accurately determined by either 1) pumping from an open container of suitable size such that accurate volume measurements can be made by the Owner or, 2) by pumping through a positive displacement water meter with a sweep unit pumping through a positive displacement water meter with a sweep unit hand registering 1 gallon per revolution. The meter shall be approved by the Engineer. Acceptability of the test will be determined by two factors, as follows: 1. The quantity of water lost from the main shall not exceed the number of gallons per Flour as listed in the following table. 2. The loss in pressure shall not exceed 5 psi during the 2 hour test period. All water used to perform hydrostatic pressure shall be charged a usage fee. Allowable leakage per 1000 ft. of pipeline"' in GPH "If the pipeline u the allowable leakage will be the sum of the computed leakage for each ;viz;;. For those diameters or pressures not listed, the formula below shall be used: Nominal Pipe Diameter in inches PSI 6" 8" 10" 12" 16" 20" 24" 450 0.95 1.27 1.59 1.91 2.55 3.18 3.82 400 0.90 1.20 1.50 1.80 2.40 3.00 3.60 350 0.84 1.12 1.40 1.69 2.25 2.81 3.37 275 0.75 1.00 1.24 1.49 1.99 2.49 2.99 250 0.71 0.95 1.19 1.42 1.90 2.37 2.85 225 0.68 0.90 1.13 1.35 1.80 2.25 2.70 200 0.64 0.85 1.06 1.28 1.70 2.12 2.55 nder test contains sections of various diameters. The quantity of water lost from the main shall not exceed the number of gallons per hour as determined by the formula L=N P in which: 7400 L = Allowable leakage, gallons/hour N =No. of joints in the length of pipeline tested D = Nominal diameter of the pipe in inches P = Average test pressure during the leakage test, psi The paragraph stating that `There shall not be an appreciable or abrupt loss in pressure during the 15 minute testperiod." Is deleted. R7-09.3(24)A.dt8 Section 7-09.3(24)A shall be revised and supplemented as follows: 7-09.3(24)A Flushing and "Poly -pigging" Sections of pipe to be disinfected shall first be poly -pigged to remove any solids or contaminated material that may have become lodged in the pipe. If the main cannot DIVISION 7 -UPDATED January22, 2004 10 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 be "poly -pigged", then a tap shall be provided large enough to develop a velocity of at least 2.5 fps in the main. The "Poly -pig" shall be equal to Girard Industries Aqua -Swab -AS, 2lb/cu-ft density foam with 90A durometer urethane rubber coating on the rear of the "Poly -pig" only. The "Poly -pig" shall be cylinder shaped with bullet nose or squared end. The paragraph stating: "Where dry calcium hypochlorite is used for disinfection of the pipe, flushing shall be done after disinfection." is deleted. Dechlorination of all water used for disinfection shall be accomplished in accordance with the City's standard detail. Water containing chlorine residual in excess of that carried in the existing water system, shall not be disposed into the storm drainage system or any water way. R7-09.3(24)D.dt8 7-09.3(24)D Dry Calcium Hypochlorite Section 7-09.3(24)D has been replaced with: Dry calcium hypochlorite shall not be placed in the pipe as laid. R7-09.3(24)K.dt8 7-09.3(24)K Retention Period Section 7-09.3(24)K has been revised as follows: Treated water shall be retained in the pipe at least 24 hours but no long than 48 hours. After this period, the chlorine residual at pipe extremities and -at other representative points shall be at least 25 mg/I. R7-09.3(24)N.dt8 7-09.3(24)N Final Flushing and Testing Section 7-09.3(24)N has been revised as follows: Before placing the lines into service, a satisfactory report shall be received from the local or State health department or an approved testing lab on samples collected from representative points in the new system. Samples will be collected and bacteriological tests obtained by the Engineer. R7-09.3(25).DT8 Section 7-09.3(25) is a new additional section: -09. (25) Joint Restraint Systems General: Where shown on the plans or in the specifications or required by the engineer, joint restraint system (shackle rods) shall be used. All joint restraint materials used shall be those manufactured by star national products, 1323 holly avenue PO box 258, Columbus Ohio 43216, unless an equal alternate is approved in writing by the engineer. Materials: Steel types used shall be: High strength low -alloy steel (cor-ten), ASTM A242, heat -treated, superstar "SST" series. High strength low -alloy steel (cor-ten), ASTM A242, superstar "SS" series. Items to be galvanized are to meet the following requirements: ASTM All 53 for galvanizing iron and steel hardware. DIVISION 7 -UPDATED January22, 2004 11 1 3 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 ASTM A123 for galvanizing rolled, pressed and forged steel shapes. Joint restrainer system components: Tiebolt: ASTM A242, type 2, zinc plated or hot -dip galvanized. SST 7:5/8" for 2" and 3" mechanical joints, 3/4" for 4" to 12" mechanical joints, ASTM A325, type 3D, except tensile strength of full -body threaded section shall be increased to 40,000 lbs. minimum for 5/8" and 60;000 lbs. minimum for 3/4" by heat treating (quenching and tempering) to manufactures reheat and hardness specifications. SST 753: 3/4" for 14" to 24" mechanical joints. same ASTM specification as SST 7. SST 77: 3/4" same as SST 7, except 1" eye for 7/8" rod. same ASTM specification as SST 7. Tienut: heavy hex nut for each tiebolt: SS8: 5/8" and 3/4", ASTM A563, grade C3, or zinc plated. S8: 5/8" and 3/4", ASTM A563, grade A, zinc plated or hot -dip galvanized Tiecoupling: used to extend continuous threaded rods and are provided with a center stop to aid installation, zinc plated or hot -dip galvanized. SS10: for 5/8" and 3/4" tierods, ASTM A563, grade C3. S10: for 5/8" and 3/4" tierods, ASTM A563, grade A. Tierod: continuous threaded rod for cutting to desired lengths, zinc plated or hot -dip galvanized. SS12: 5/8" and 3/4" diameter, ASTM A242, type 2; ANSI B1.1. S12: 5/8" and 3/4" diameter, ASTM A36, A307. Tiewasher: round flat washers, zinc plated or hot -dip galvanized. SS17: ASTM A242, F436. S17: ANSI 618.22.1. Installation: Install the joint restraint system in accordance with the manufactures instructions so all joints are mechanically locked together to prevent joint separation. Tiebolts shall be installed to pull against the mechanical joint body and not the MJ follower. Torque nuts at 75-90 foot pounds for 3/4" nuts. Install tiecouplings with both rods threaded equal distance into tiecouplings. Arrange tierods symmetrically around the pipe. Pipe Diameter Number of 3/4" Tie Rods Required 4" ....................... 2 6" ...................... 2 8" ..................... 3 10" ...................... 4 12" ...................... 6 14" ...................... 8 16" ...................... 8 18" ...................... 8 20" ...................... 10 24" ......................14 30" ..................... (16-7/8"rods) 36" ..................... 24-7/8"rods) Where a manufactures mechanical joint valve or fitting is supplied with slots for "T" bolts instead of holes, a flanged valve with a flange by mechanical joint adapter shall be used instead, so as to provide adequate space for locating the tiebolts. Where a continuous run of pipe is required to be restrained, no run of restrained pipe shall be greater than 60 feet in length between fittings. Insert long body solid sleeves DIVISION 7 -UPDATED January22, 2004 12 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 as required on longer runs to keep tierod lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts shall be installed as rod guides at each joint. Where poly wrapping is required all tiebolts, tienuts, tiecouplings, tierods, and tiewashers, shall be galvanized. All disturbed sections will be painted, to the inspectors satisfaction, with koppers bitomastic no. 300-m, or approved equal. Where poly wrapping is not required all tiebolts, tienuts, tiecouplings, tierods and tiewashers may be galvanized as specified in the preceding paragraph or plain and painted in the entirety with koppers bitumastic no. 800-m, or approved equal. Tiebolts, tienuts, tiecouplings, tierods, and tiewashers shall be considered incidental to installation of the pipe and no additional payment shall be made. R7-09.4.dt8 7-09.4 Measurement Section 7-09.4 is revised as follows: Measurement of bank run gravel for trench backfill will be by the cubic yard measured by the calculation of neat lines based on maximum trench width per Section 2-09.4 or by the ton, in accordance with Section 1-09. Measurement for payment of concrete thrust blocking and dead -man blocks will be per cubic -yard when these items are included as separate pay items. If not included as separate pay items in the contract, then thrust blocking and dead -man blocks shall be considered incidental to the installation of the water main and no further compensation shall be made. Measurement for payment for connections to existing water mains will be per each for each connection to existing water main(s) as shown on the plans. R7-09.5.dt8. 7-09.5 Payment Section 7-09.5 is revised and supplemented as follows: ' Pipe for Water Main and Fittings In. Diam.", per lineal foot. The unit contract price per linear foot for each size and kind of " Pipe for Water Main _In. Diam." shall be full pay for all work to complete the installation of the water main including but not limited to trench excavating, bedding, laying and jointing pipe and fittings, backfilling, concrete thrust blocking, installation of polyethylene wrap, cleaning by poly -pigs, vertical crosses for insertion and removal of poly -pigs, temporary thrust blocks and blow -off assemblies, testing, flushing, disinfecting the pipeline, shackle rods, abandoning and capping existing water mains, removing miscellaneous pipes, removing and salvaging existing hydrant assemblies, and other appurtenances to be abandoned as shown on the plans, and cleanup. "Concrete Thrust Blocking and Dead -Man Blocks", per cubic yard. The unit contract price bid for "Concrete Thrust Blocking and Dead -Man Block" Shall be for the complete cost of labor, materials, equipment for the installation of the concrete thrust blocks and dead- man blocks, including but not limited to excavation, dewatering, haul and disposal of unsuitable materials, concrete, reinforcing steel, shackle rods and formwork. If this item is not included in the contract schedule of prices, then thrust blocking and dead - man blocks shall be considered incidental to the installation of the pipe and no further compensation shall be made. "Connection to Existing Water Mains", per each. DIVISION 7 -UPDATED January22, 2004 13 1 The unit contract price per each connection to existing water mains shall be for complete 2 compensation for all equipment, labor, materials required for the connections to the existing 3 water mains. 4 5 Payment for "removal and replacement of unsuitable material" will be considered incidental 6 to or calculated under other bid items and no further compensation will be made. 7 8 "Bank Run Gravel for Trench Backfill", per cubic yard or ton. 9 10 The unit contract price per cubic yard or ton for "Bank Run Gravel for Trench Backfill" shall 11 be full pay for all work to furnish, place, and compact the material in the trench. Also 12 included in the unit contract price is the disposal of excess and unusable material excavated 13 from the trench. 14 15 "Foundation Material', per ton or cubic yard. 16 17 Payment at the unit contract price for "foundation material" shall be full compensation for 18 excavating and disposing of the unsuitable material and replacing with the appropriate 19 foundation material per Section 9-30.713(1). 20 21 R7-12.dt8 22 7-12 VALVES FOR WATER MAINS 23 24 R7-12.3(1).dt8 25 7-12.3(1) Installation of Valve.Marker Post 26 Section 7-12.3(1) has been revised as follows: 27 (******) 28 Where required, a valve marker post shall be furnished and installed with each valve. 29 Valve marker posts shall be placed at the edge of the right-of-way opposite the valve 30 and be set with 18 inches of the post exposed above grade. 31 32 The rest of this section is deleted. 33 34 R7-12.3(2).dt8 35 Section 7-12.3(2) is a new section: 36 ******) 37-12.3(2) Adjust Existing Valve Box to Grade 38 Valve boxes shall be adjusted to grade in the same manner as for manholes, as detailed 39 in Section 7-05.3(1) of the Renton Standards. Valve box adjustments shall include, but 40 not be limited to, the locations shown on the Plans. 41 42 Existing roadway valve boxes shall be adjusted to conform to final finished grades. The 43 final installation shall be made in accordance with the applicable portions of Section 7- 44 12. 45 46 In the event that the existing valve box is plugged or blocked with debris, the Contractor 47 shall use whatever means necessary to remove such debris, leaving the valve 48 installation in a fully operable condition. 49 50 The valve box shall be set to an elevation tolerance of one-fourth inch (1/4") to one-half 51 inch (1/2") below finished grade. 52 53 R7-12.4.dt8 54 7-12.4 Measurement 55 Section 7-12.4 is supplemented by adding the following: 56 (******) 57 Adjustment of existing valve boxes to grade shall be measured per each, if included as a 58 separate pay item in the Contract; if not a separate pay item but required to complete the 59 work, then value box adjustment shall be considered incidental. DIVISION 7 -UPDATED January22, 2004 14 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 Hydrant auxiliary gate valve will be included in the measurement for hydrant assembly and will not be included in this measurement item. R7-12.5.dt8 7-12.5 Payment Section 7-12.5 is replaced with the following: "Gate Valve from 4 inch to 10 inch in diameter and Valve Box," per each. The unit contract price per each for the valve of the specified size, shall be full pay for all labor, equipment and material to furnish and install the valve complete in place on the water main, including trenching, jointing, blocking of valve, painting, disinfecting, hydrostatic testing, cast-iron valve box and extensions as required, valve nut extensions, adjustment to final grade. "12 inch Gate Valve and Concrete Vault," per each. The unit contract price per each for the 12" gate valve assembly, shall be full pay for all labor, equipment and material to furnish and install the valve complete in place on the water main, including trenching, jointing, blocking of valve, by-pass assembly, cast-iron casting and cover, ladder rung, concrete risers as required, adjustment to final grade. "16 inch and larger Butterfly Valve and Concrete Vault," per each. The unit contract price per each for the 16" and larger butterfly valve assembly, shall be full pay for all labor, equipment and material to furnish and install the valve complete in place on the water main, including trenching, jointing, blocking of valve, painting, disinfecting, hydrostatic testing, concrete vault, cast-iron casting and cover, ladder, concrete risers as required, adjustment to final grade. "Blow -off assembly," per each. The unit contract price per each for each blow -off assembly shall be for all, labor, equipment ..and material to complete the installation of the assembly per the City of Renton Water Standard Detail, latest revision. "Air-Release/Air-Vacuum Valve Assembly," per each. The unit contract price per for air-release/air-vacuum valve assembly shall be for all, labor, equipment and material to complete the installation of the assembly including but not limited to, excavating, tapping the main, laying and jointing the pipe and fittings and appurtenances, backfilling, testing, flushing, and disinfection, meter box and cover, at location shown on the plans, and per City of Renton Standard Detail, latest revision. "Adjust Existing Valve Box to Grade (RC)," per each. The contract bid price for "Adjust Existing Valve Box to Grade" above shall be full compensation for all labor, material, tools and equipment necessary to satisfactorily complete the work as defined in the Contract Documents, including all incidental work. If not included as a separate pay item in the Contract, but required to complete other work in the Contract, then adjustment of valve boxes shall be considered incidental to other items of work and no further compensation shall be made. R7-14.dt8 7-14 HYDRANTS R7-14.3(1).dt8 7-14.3(1) Setting Hydrants Paragraph four and five of Section 7-14.3(1) is revised and the section is supplemented as follows: After all installation and testing is complete, the exposed portion of the hydrant shall be painted with two field coats. The type and color of paint will be designated by the Engineer. DIVISION 7 -UPDATED January22, 2004 15 1 2 Any hydrant not in service shall be identified by covering with a burlap or plastic bag 3 approved by the Engineer. 4 5 Hydrants shall be installed in accordance with AWWA specifications C600-93, Sections 6 3.7 and 3.8.1 and the City of Renton standard details. Hydrant and guard posts shall be 7 painted in accordance with the water standard detail. Upon completion of the project, 8 all fire hydrants shall be painted to The City of Renton specifications and guard posts 9 painted with two coats of preservative paint NO. 43-655 safety yellow or approved 10 equal. Fire hydrants shall be of such length as .to be suitable for installation with 11 connections to 6", 8" AND 10" piping in trenches 3 - 1/2 feet deep unless otherwise 12 specified. The hydrant shall be designed for a 4-1/2 foot burial where 12" and larger 13 pipe is shown unless otherwise noted on the plan. 14 Fire hydrant assembly shall include: cast-iron or ductile iron tee (MJ x FL), 6" gate 15 valve (FL x MJ), 6" DI spool (PE x PE), 5-1/4" MVO fire hydrant (MJ connection), 4" x 5" 16 Stortz adapter, cast iron valve box and cover, 3/4" shackle rods and accessories, 17 concrete blocks and two concrete guard posts (only if hydrants are outside right-of-way). 18 19 Joint restraint(Shackle Rods) shall be installed in accordance with Section 7-11.3(15). 20 21 R7-14.3(3).dt8 22 7-14.3(3) Resetting Existing Hydrants 23 Section 7-14.3(3) is supplemented by adding the following: 24 (******) 25 All hydrants shall be rebuilt to the approval of the City (or replaced with a new hydrant). 26 All rubber gaskets shall be replaced with new gaskets of the type required for a new 27 installation of the same type. 28 29 R7-14.3(4).dt8 30 7-14.3(4) Moving Existing Hydrants 31 Section 7-14.3(4) is supplemented by adding the following: 32 33 All hydrants shall be rebuilt to the approval of the City(or replaced with a new hydrant). 34 All rubber gaskets shall be replaced with new gaskets of the type required for a new 35 installation of the same type. 36 37 R7-14.5.dt8 38 7-14.5 Payment 39 Section 7-14.5 is revised as follows: 40 (******) 41 Payment will be made in accordance with Section 1-04.1, for each of the following bid items 42 that are included in the proposal: 43 44 "Hydrant Assembly", per each. 45 The unit contract price per each for "Hydrant Assembly" shall be full pay for all work to 46 furnish and install fire hydrant assemblies, including all costs for auxiliary gate valve, 47 shackles, tie rods, concrete blocks, gravel, and painting and guard posts required for the 48 complete installation of the hydrant assembly as specified. The pipe connecting the hydrant 49 to the main shall be considered incidental and no additional payment shall be made. 50 51 "Resetting Existing Hydrants", per each. 52 The unit contract price per each for "Resetting Existing Hydrant" shall be full pay for all work 53 to reset the existing hydrant, including rebuilding (or replacement with a new hydrant), 54 shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe 55 connecting the hydrant to the main shall be considered incidental and no additional payment 56 shall be made.. Guard posts, shown on the plans shall be incidental to the contract. 57 58 "Moving Existing Hydrants", per each. 59 The unit contract price per each for "Moving Existing Hydrant' shall be full pay for all work to 60 move the existing hydrant, including new tee, rebuilding (or replacement with a new DIVISION 7 -UPDATED January22, 2004 16 pEL,_ 1 L_ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made . Guard posts, shown on the plans shall be incidental to the contract. R7-15.dt8 7-15 SERVICE CONECTIONS R7-15.3.dt8 7-15.3 Construction Details Section 7-15.3 is supplemented as follows: Pipe materials used to extend or replace existing water service lines shall be copper. Where instalation is in existing paved streets, the service lines shall be installed by a trenchless percussion and impact method (hoe -hogging). If the trenchless percussion and impact method fails, regular open trench methods may be used. R7-15.5.dt8 7-15.5 Payment Section 7-15.5 is revised as follows: Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Service Connection In. Diam.", per each. The unit contract price per each for "Service Connection In. Diam." shall be full pay for all work to install the service connection, including but not limited to, excavating or (hoe - hogging), tapping the main, laying and jointing the pipe and fittings and appurtenances, backfilling, testing, flushing, and disinfection of the service connection. R7-17.dt8 7-17 SANITARY SEWERS R7-17.2.dt8 7-17.2 Materials Section 7-17.2 is replaced with the following: Pipe used for sanitary sewers may be: Rigid Thermoplastic _t*ve-9- Concrete PVC (Polyvinyl Chloride) Ductile Iron C% E�>>F 64�C VA 1ar'—s4T-1 All sanitary sewer pipe shall have flexible ('sketed joints unless otherwise specified. It is not intended that materials listed are to be considered equal or generally interchangeable for all applications. The Engineer shall determine from the materials listed those suitable for the project, and shall so specify in the specifications or plans. Materials shall meet the requirements of the following sections. Plain Concrete Storm Sewer Pipe .7(1) Reinforced Concrete Storm Sewer Pi 9-05.7(2) Solid Wall PVC Sanitary Sewer Pipe 9-05.12(1 Profile Wall PVC Sanitary Sewer Pipe 9-05.12(2 Ductile Iron Sewer Pipe 9-05.13 � 1 V. H T> lv � , r_J � 04 CG H l t��C P � P'F 1,1 - c All pipe shall be clearly marked with type, class, and thickness. Lettering shall be legible and permanent under normal conditions of handling and storage. DIVISION 7 -UPDATED January22, 2004 17 1 2 R7-17.3(1).dt8 3 7-17 3(1) Protection of Existing Sewerage Facilities 4 Section 7-17.3(1) is supplemented by adding the following: 5 6 When extending an existing sewer, the downstream system shall be protected from 7 construction debris by placing a screen or trap in the first existing manhole downstream 8 of the connection. It shall be the contractor's responsibility to maintain this screen or 9 .� tra unti ne" ystem is placed in service and then to remove it. Any construction 10 de ns which enter the existing downstream system, shall be removed by the contractor 11 at his expense, afidio the satisfaction of the Engineer. When the first manhole is set, 12 it's outlet shall be plugged until acceptance by the Engineer. 13 14 R7-17.3(2)H.dt8 15 7-17.3(2)H Television Inspection 16 Section 7-17.3(2)H is supplemented by adding the following: 17 18 Once the television inspection has been completed the contractor shall submit To 19 the Engineer the written reports of the inspection plus the video tapes. Said video 20 tapes are to be in color and compatible with the City's viewing and recording 21 systems. The City system accepts 112" wide high density VHS Tapes. The tapes will 22 be run at standard speed SP (1 5/16 I.P.S.). 23 24 R7-17.4.dt8 i' 25 7-17.4 Measurement 26 Section 7-17.4 is supplemented as follows: 27 (******) 28 Measurement of "Bank Run Gravel for Trench Backfill Sewer' will be determined by the 29 cubic yard in place, measured by the neat line dimensions shown in the Plans, or by the Ton 30 on truck tickets. 31 32 R7-17.5.dt8 r 33 7-17.5 Payment 34 Section 7-17.5 is revised and supplemented as follows: 35 36 Payment will be made in accordance with Section 1-04.1, for each of the following bid items 1 37 that are included in the proposal: 38 39 " er Pipe _ In. lam. , p ot. `�04_Rek#-6onc. 40 41 Sewer Pipe =-1rr ' .", per finear foot. "PVC Sanitary Sewer Pipe In. Diam.", linear foot. per 42 .-"Ductile Iron Sewer Pipe In. Diam.", per linear foot. 43 The unit contract price per linear foot for sewer pipe of the kind and size specified shall be 44 full pay for furnishing, hauling, and assembling in place the completed installation including j 45 all wyes, tees, special fittings, joint materials, bedding material, and adjustment of inverts to 46 manholes for the completion of the installation to the required lines and grades. 47 48 `Testing Sewer Pipe", per linear foot. 49 The unit contract price per linear foot for "Testing Sewer Pipe" shall be full pay for all labor, 50 material and equipment required to conduct the leakage tests required in Section 7-17.3(2). `Testing 51 If no unit price for Sewer Pipe" is included it shall be considered incidental to the 52 pipe items. 53 54 "Removal and Replacement of Unsuitable Material", per cubic yard. 55 The unit contract price per cubic yard for "Removal and Replacement of Unsuitable Material" 56 shall be full pay for all work to remove unsuitable material and replace and compact suitable 57 material as specified in Section 7-08.3(1)A. 58 59 "Bank Run Gravel for Trench Backfill Sewer", per cubic yard, or Ton. DIVISION 7 -UPDATED January22, 2004 18 I The unit contract price per cubic yard, or Ton for "Bank Run Gravel for Trench Backfill 2 Sewer" shall be full pay for all work to furnish, place, and compact material in the trench. 3 DIVISION 7 -UPDATED January22, 2004 19 Changes to City's General Special Provisions (Wastewater Utility Comments) Std. Spec. No. 7-05.3 Supplemental — Construction Requirements Add: Sanitary sewer pipe to manhole connections shall be "Kor-n-Seal" boot or approved equal. All sanitary sewer manholes shall be coated per Section 7-05.3(5). Manhole base sections shall be placed on a graded and firmly compacted granular bedding course conforming to the requirements for sewer bedding in Section XXX of the Standard Specifications. The bedding shall be at least 6-inches thick and at least 12-inches beyond the limits of the base section all around. The \extend bedding must be graded to ensure uniform contact and support of the manhole in a true vertical position. Manhole channels shall conform to the City's standard details and the construction plans. All manholes shall be installed with locking frame and cover as shown on City of Renton detail BR29. Std. Spec. No. 7=05.3(1) Supplemental— Adjusting Manholes to Grade Add: The Contractor shall construct manholes so as to provide adjustment space for setting cover and casting to a finished grade as shown on the construction plans. Manhole ring and covers shall be adjusted to the finished elevations per standard detail BR29, SP Page B074, prior to final acceptance of the work. Manholes in unimproved areas shall be adjusted to 6-inches above grade. Std. Spec. No. 7--05.3(3) Supplemental— Adjusting Manholes to Grade Add: \ Connections to existing sanitary sewer manholes shall be core drilled. Couplings "Kor-n-Seal" \shall be equal to boots. Existing sanitary sewer manholes shall be cleaned, repaired, and rechanneled as necessary to match the new pipe configuration and as shown on the construction plans. Std. Spec. No. '7-05.3(4) Revised — Connections to Existing Manholes Delete second senten&e-.11, One length of ductile iron pipe shall be provided outside the manhole Add: \ Drop Manhole Connections shall be per the City of Renton's Standard Plans. Inside Manhole Drop Connections are only to be used upon prior approval of the Engineer. Std. Spec. No. 7-05.3(5) New — Manhole Coatings Add: All new sanitary sewer manholes shall be coated as specified below. The following coating system specifications shall be used for coating (sealing) all interior concrete surfaces of sanitary sewer manholes. \ 'Coating Material: High Solids Urethane Surfaces: Concrete Surface Preparation: In accordance with SSPC SP-7 (Sweep of brush off blast) Application: Shop/Field The drying time between coats shall not exceed 24 hours in any case. System Thickness: 6.0 mils dry film Coatings: Primer: One coat of Wasser MC-Aroshield (2.0 mils DFT) Finish: Two or more coats of Wasser MC-Aroshield (min. 4.0 mils DFT) Color: White HAFile Sys\WWP - WasteWater\WWP-03-0000 Correspondence - WastewateMohnMSPECS\Std-Spec-Revisions.doc Std. Spec. No. 7-08.3(2)B Revised — Pipe Laying - General Delete beginning line 52, page 6: \ Except for short runs which may be permitted by the Engineer, pipes shall be laid uphill on grades exceeding 10 percent. Pipe which is laid on a downhill grade Add: Unless permitted by the Engineer, pipes shall be installed from the lower elevation structure, uphill, to the higher elevation structure. If the Engineer allows the pipe to be installed from the higher elevation structure toward the lower structure then the pipe shall be blocked and held in place until sufficient support is furnished by the following pipe to prevent movement. Std. Spec. No., 7-08.3(2)H Revised — Sewer Line Connections Add at line 26, page,7: a cast iron or PVC saddle Delete beginning line 32, page 7:, ��, have an "O" ring rubber gasket meeting ASTM C-4 78 in a manhole coupling equal to the Johns -Manville Asbestos -Cement collar, or Std. Spec. No:, 7-08.3(2)J Revised — Placing PVC Pipe Delete beginning at line 41, page 7: In the trench, prepared as specified in Section 7-12.3(1) Delete beginning at line 44 page 7: \ When it is necessary to connect to a structure with a mudded joint a rubber gasketed concrete adapter -collar will be used at the point of connection. Std. Spec -.,No. 7-17.2 Revised — Materials Delete on line 4.1, page 17: Concrete (remove from allowable "Rigid" materials) Add to line 43?, page 17: HDPE (High Density Polyethylene) Delete line 51, page 1'7:, Plain Concrete Storm Sewer Pipe 9-05.7(1) Delete line 52, page 17: \ Reinforced Concrete Storm Sewer Pipe 9-05.7(2) Add new�line 56, page 17: High Density Polyethylene Pipe 9-05.21 Std. Spec. No\7-17.5 Revised — Payment Delete on line 39, page 18: "Plain Conc. Sewer Pipe _ In. Diam. ", per linear foot. Delete on line 40, paged 8: "Cl. _Reinf. Conc. Sewer Pipe _ In. Diam. ", per linear foot. Add line after current line 42 page 18: "HDPE Sanitary Sewer Pipe _ In. Diam.", per linear foot. HAFile Sys\WWP - WasteWater\WWP-03-0000 Correspondence - WastewateMohnH\SPECS\Std-Spec-Revisions.doc APR-29-2004 THU 09:41 A.M. HWA GEOSCIENCES FAX K 4257742714 P, 01 14' Ual FTTTR HWAGEoSCIENCES I NC. 19730 64"' Avenue West, Suito 200 Lynnwood, Washington 98036 Phone: 425.774.0106 Fax: 425.774.2714 Fax: (42-'5) T d1-1 ........ ... .. Cc: Fax: .......... . ... .... .. ... ... . ......... . ............ .. ........... . .. .... .. ...... ... ... ........ UO . .... ...... ....... GL................. If any of these pages are not legible or you do not receive a// the pages, please call (425) 774-0106, APR-29-2004 THU 09:41 AN HWA GEOSCIENCES FAX NO, 4257742714 UMi H WWA.GEOSCiENCES INC. u(c'cl,,;ic',t! !r,; iurrrirl !h"11oy(olv,,r •.t:c c'r,c'irc,r!nrrnl,rl �ctr;c',• Irr !'c'ctr, r c lr,lru' ►_'it().l E,c"' INIA1 E.- SuNsE'r 1N,j,cwxP•roR-P11A5E III i )A'I' l:: I,0 : I"R0NI ., SUBJECT! I'R0 J f,('T NC). 4-29-2004 1\1r. Johi1 11obson: City of Renton Stcvcn E. Greene, L.> .G: 11WA GEOSCIENCI S lnc. �c Sa 1•I. Fong, .P.E.: HWA GcoScmNCES Inc. DUVALL AVENUE 1 X1'LONATION PLAN 2004-052 Att...1c1)ed you;will find maps (1; igures ;l through 4) with the approximate locations of our llrc�pilscd exploration borings for the above referenced project task. We anticipate that drillini; activities will be conducted over ail-2 day period. Drilling will be conducted llflll7.lil_g a truck mounted drill rig (22 feet lono and 8 feet wide) equipped with hollow - stem auras that Cali access pavctl areLs only. We have rnarked G boring, locations in the field. 1 IWA intends to drill at as few as :3 or as many as 5 of the locations depending conditions observed and the drillcr's rate of progress. We cxllccl tllitt drillirl�, will be Along the shoulder of file westernmost southbound lane of Duvall Avenue within or adjacent to the existing sewer trench. Drilling activities shall — 1_rrc�cccrl-Gi'�lm-rror-th_tcl_5outh_along the alignment. We propose that a traffic control plan for the lane closure (WSDO`l• Stand::ird'Plail K-17) will be used:- Wlicii moving bctw-ccin — - - llolcs,oll Duvall Avenue a truckequipped with flashers will follow the drill rib. Our llitulll. is to millimi/_e disturbancc to pavement, however, some disturbance to the 1lavcinent will inevitably occur. f'ie omctcrs will be installed and borings hackfilled per DO.[.? re"111ations, Holes will be patched at the surface with rapid setting concrete. All cuttings will be removed and disposed off site. We will coordinate our efforts with City of Rculon personnel regarding access and adjust exploration locations, accordingly, ill an UTR)I1 to minimize surficial;alld traffic impdct.s and insure a Safe work environment. I I WA will locate tho borings in the field utilizing marking paint and labeling the rcn.lnd/p:lvemer,t surface as follows: NWA RN-1, 1311-2, etc.; and as appropriate. Utility localcs,will be called in by the client for all exploration locations as described below. We 19730-04L11MctnteW. rcquirC that Lhe se\'ver pipe centerline and all other utilities within a 20 foot radius of our Suitc 2i1i1 Lynnwood, OVA 98U. 6.5957 TA 1)5.714.0106 Pax: 425.77,1.2714 www.hwa„roscirnc',i:..i nm APR-29-2004 THU 09:42 AM HWA GEOSCIENCES rAX Nu. 4�5b(KCI1q r u3 April 29-2004 11WA T'rojcct No. 2004.052 proposed hale locations be marked in the field. In addition, we request that the depth to top of flic existing sewer ripe or invert and pipe diainetcr be provided for each location. 'fable I suntmnrizcs the existing surface conditions, equipment to be used and traffic control me�lsures proposed at each exploration buiing location. TA13LF l SUNS1in, wrERC EPTOR: DUVALL AVE' EXPLOlUTION PLAN SUMMARY VXPLOR,01ON AITROXIMATL API'Iit x1MATF LOCATION PROI-OSED 'rRAFFIC OF-SIrJNATION S'T-m-ION 0I-F'SE,1' DEscizu nON EQUIPMENT CONTROL Grass covered lv1F.AStIRIS Tniek IIWA- IAA 197+74' 34' T- C area.west of Mounted None Needed ditch HSA Trill rir. Truck Asphalr WSDOT Plan FlWA-lB* 1971,23' 30' LT Pavement Mounted K-17-Close HSA Drill ri_k._ _Shoulder WSDOT Plan Asphalt Tnick IIWA-2 193t-12' 22' LT Pdvement Mounted K-17-Close - 11SA Drill rig Shoulder_ WSDOT Plan Asphalt Tntck IIWA-3 197+69' 2Y U1' Pavement Mounted K-17-Close I1SA Drill rig Shoulder _ —.'_ Asphalt — Truck WSDOT Ylan IIWA-4 1831-23' 20' LT Pavement Mounted K-17-Close J-TSA Drill rig Shoulder Truck Aspbal[ WSDOT flan 11WA-1 79166' 28' LT Pavement Mounrc;d K-17-Close ITSA Drill riq Shoulder __ �Ni,te-Only enc to b� drilled.--- .._..__.. A Gcneralizcd detail illustrating the trtflic control plan K-17 is attached as figure 5.1-1 Tabic 2 summarizes the existing borings (shown on the attached figures) that will be utilized as supplc•nlental information for this pr jcct. SOC 1111 INTERCf,P`I'OR MASE Ift EXI&I'ING SUBSURFACE EXPLORA11ONS Exploration , _Desi�n�ilion_ 13�i-11 Conducted _ _L3y Creol;nl;ineers_ ._......._....� - - Approximate' Station Approximate _ Off Set - T� 201+56 7' I,T- - 1111-12 __ 195 ► GO 50' RT 131I-13 ----- -- ---I3II-14 ---- F3H-15 III-l6 — 195-E00 40' RT_. 191+50 CL. — 185+98 180+85 " 6' I.T _ Depth (feet) 21.5 8.5 21.5 20.5 14 18 >unsCt Interceptor-P1I1 Exploration Plan -A 2 HWA GF.OSCIL•NCES INC. -Ir EXPL.1,4AnGN- S- B-I by GmEr-px-x-i. Z*AP. 6H. F-WA Geokmccc� Taira for 6=EjQ:n"c-, -'v24-:ia�d c-n (--wv¢ o by WAY. UL"I HI,-VAGIE-OSUENCESINC - - - - - - - - - - — ."z T 7 --7 lit, I z Z3 'SET INTEnCEPTOR-PH;;'; EXPLORA TiON DUVALL AVE. REN TON. PLAN NIA51 'A'ASh"NG7ON APR-29-2004 THU 09:42 AM HWA GEOSCIENCES C:l >1 ;Tj ni 1 ti I ( O FAX NO, 4257742714 N(. ;)Olh STr,,-I,-! C. I ------------- I Nij Y 7 klATcl•ILINF. SEF FVA)FiF 5 I Ma r— C\j LO CV —'r O Q= Li— E\FLANP-TJO'.4: -A' Ba,m.,? bY 2L b+ SWA C-rcsc.--icei Tn7 ,—,--a Co. ------------ -04 AVE. tic" r— rr T" ULU] INC I S—:�`NSET INTERCEPTOR-PHUI DJLL AVE, RENTCN, WASINGTdN -Z 3- E�PLORATION LAN PAA? '-APR-29-2004 THU 09:43 AN HWA GEOSCIENCES FAX NO, 4257742714 P. 07 m X u z z ri �i � N Iro MAfCl ILINL, SLL i IGUIRE 3 0 -1 ' -- -- -- -- -- -- -- -- -- -- -- -- -- " * " ' -- -- -- -- -- -- -- -- -- -- -- -- -- AC ! � � ' < CLOSED 'Usk,' ' � �xwIC CCHURCL PLAN ' z ' - ' STMDARD P� w/ u, n � | ` / N�Y?�� au m rnaFF|o N�Lu�� ' �vvaLL^«���n'u�' ooxTnoLpu\m _ ��u*|wG�Ox H}Y�G'--oS{l£�[BkNC 70e+v2 F. zme: ' T.'J•SG for V SDOT• M2 L+.�w tw•4 tfKI. lun nu nl+o b., ri 111,1 • I I lg/Is rrid. am _ti♦0 sycu�o�z ccNsrax_ ctt •;Ctit CLOSIO w m•Ia:e �Al 1� .e.a.e r.,.. 'E* •T� .1v1 a Chu3 II rloet>L• 1 i fo—y. <•., n IUZI , ',RAFFIC COSTRCL PLAN ^.. S� +.«Ail t.t,•rau `sl '�• ' t d I4-L— SI.J.0 L• ^>l Ot II<I•at o. GI(11Gtt+>T. ,<.: NJ-rl We'G�.s..-n ^ .e+. r �.1 .. l'.i.('. �•y�� : zl ns wr Ia•1 i,. 19y7 - STMDAAJ P'IA.'� K . 17 . {'lT� TRAFFIC SUN,SE; INTERCEPTOR -PH �H UQ1 DUVALL AVE. RENTOti',; CONTROL PLAN WASHINGTON f H; AGMSC ENCES tNc ._�-►la z� 2 F. �,fi�. CITY OF RENTON J '�6R SUNSET INTERCEPTOR, PHASE 3 SANITARY SEWER SYSTEM IMPROVEMENTS GENERAL SCOPE OF WORK UPSIZE EXISTING SANITARY SEWER ON NE SUNSET BOULEVARD FROM UNION AVENUE NE TO FIELD AVENUE NE, AND MISCELLANEOUS SANITARY SEWER MODIFICATIONS ON DUVALL AVENUE NE FROM NE SUNSET BOULEVARD TO SEE 100TH STREET. CITY OF RENTON CITY COUNCIL DON PERSSON, PRESIDENT TERRY BRIERE, PRESIDENT PRO TEM TONI NELSON DAN CLAWSON RANDY CORMAN DENIS LAW MARCIE PALMER MAYOR KATHY KEOLKER-WHEELER CHIEF ADMINISTRATIVE OFFICER JAY COVINGTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR GREGG ZIMMERMAN UTILITY SYSTEMS DIRECTOR LYS HORNSBY 30% DESIGN SUBMITTAL Roth Hill Engineering Partners, LLC 2600 116th Avenue NE #100 RothHill Bellevue, Washington 98004 Tel 425.869.9448 Fax 425.869.1190 CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WASHINGTON 98055 CONTACT PERSONNEL JOHN HOBSON, PE PROJECT ENGINEER (425)430-7279 DAVE CHRISTENSEN, PE WASTEWATER UTILITY (425)430-7212 MANAGER SEATTLE PUBLIC UTILITIES PUGET SOUND ENERGY COMCAST CABLE QWEST 360 NETWORKS LEVEL 3 TIME WARNER XO COMMUNICATIONS EMERGENCY 911 ONE CALL 1-800-424-5555 HORIZONTAL AND VERTICAL CONTROL: PROJECT DATUM PER BERGER/ABAM I z Roth Hill Engineering Partners, LLC 2600 116th Avenue NE #1 DO Bellme, Washingtm 98004 RothHill Tel 425.969.9448 %AI Fax 425.869.1190 NO. LLJ Lu U-11 uj) M Prt MA BPW 3pw REVISION BY DATE APPR NOT TO SCALE > Fcc7sy X CITY OF RFNTON Plonning/BuiIding/Public Works Dept. SUNSET INTERCEPTOR PHASE INDEX SHEET 1/27/20051 SW 3-23-5 EX.SSMH 113 b RIM=389.12 + IE 376.33 E •, IE 376.45 S C �. '1 .....__ ..._....._..._. __-......_..__. _...._____.._ _...... _. ....__ ... __..._.___....__. IE=376.10 W aµry THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SINNER CONDUCTED BY ROTH MLL I II ,,1 THE DEPTHS OF STORM PPE CROSSINGS SHOWN IN THE PROFILE ME CALCULATED BASED UPON FIELD SURVEY OF INVERT ELEVATIONS FOR ADJACENT BASINS WHERE THAT W INry \. ENGINEERING (BASEDBNGINEEUPON APROIECTOPOGRAWHOSE EPRO ' O IPERFORED "{{IIIIII A E SHOWN S. ALL OTHER STORM GROSSINGSMESIgDPTHS. ASSUMED ATLALOEPIHS. ALL °TI�RUTRRY AVALABIE SOME 6 PROFILE :CROSSINGS IN TFff PROFIE ARE 51gWN AT ASSUMED DEPTHS. AGiWLDEPTH OF THESE lR0.Itt SURVEY YBEREOBY TL O42305-9177 a IN BERGEILA9AN ENGIt♦EERS.INC)AIAATGPOGMPFfIC BURNER PERFORMED BY BERGERIABAM �xnl ,x ', ENGINEERS, WC OR ITS CONSULTANT. ROTH HILLS SURVEY LIMITS ARE GENERALLY WEST OF STATION Z 162.60 AND EAST OF STATION 169 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER ! CROSSINGS IS HOT MOM THIS TIME. ENE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ELEVATIONS OF IRIIfTY CROSSINGS R110R TO CONSTRUCTION • JI ` n N , t� ➢ MANHOLES BETWEENSTATIONSAVENUE 1DRAWNNSUNSET BOED ULEVARD AND BETWEEN STATIONS {{1`'1,1 ' RMM-0E-WAY 174�0RIGHTOAND 0E-WAY AVENUE THE FOR TH ENTIRE PROJECT 4PoEG FOR THE ENRRE PROJECT IURTS WHICH ROTH HILL IS I'I 'll MESS RA INGS. INDUCTION i '' REFLECTING ON THESE DRAWINGS. i1NG� N III11 1� 11 Oym1 ,� LIGH LOOPS1' NANDIHOLE /.: i' II 6'{X6'(TYP) i UTILTIES INFO _. ___ ___ ... .. __ - _..... RAUTION SHOWN IS EASED UPON RECORDS RECEIVED FROM THE RESPECTNE UTILRY PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMAIESOF THE '• (� J i EXPECTEDLOCATIONSOFTHE UTIMES WHERE FIELD LOCATING WAS NOT POSMI,AND UPON LOCATIONS PROVIDED IN THE TOPOGnAR6C SURVEY FILES FROM BERGERIAENA ENGINEERS, INC. AS I EX. CB DESCRIBED ABOVE. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARENOTSHDWN, EXGEPTI;4RE I THEY COULD BE IDENTPIED. THERE MAY Be ADDITIONAL UTILITIES WITHIN THE ROADWAY,EUHER LAS 7Y9 'I I .1 I n 1 1� R RIM=39010 0 , FlBE OR ABANDONED THAT ARE HOT SNOIYN ON THESE DRAWINGS. C I U ' I VP LT IE 396.70 12 '.•E H2O ELEV=386\20 I IIII I I IIIIIIIIII P AOA I: 4` t AQ IP `R t♦hFIC® FIBER W'ILK //���• \.y1 Ex. cnry \1 / \ TL 032305-9264 (( FIBER >y (APPROX. LO .) I \ \ O A tAD I 8ER TLy032305-9011 ! EX.SSMH 229 i �I I ` EX.CB RIM=392 83 !, ' 2. B tCgC �y \O K CM7,SCHXIRWE=388.1 A� \ \ ' ` I \\ 1GNp LIGt1T� (- ? ) END OF CULVERTS NOTLOCATED. APPROXIMATEoDP\[SOUTH 2P LOCATIONS SHOWN x `I I♦ 1 I�,�f` '.� - i c+ 1 1 _ �� - _ \ °pI E SUNSET BLVD - N - I - N,INAL - IIIU NG EX CB TYP I O - 9`GHv �. SIG RIM=39352/ CONCE j INDUCTION \�i i +,bo �a, TRAFFIC LIGH TING \ LOOPS _ 01 00 - -0r-- _ \� t, �..�� � I '. 1 ull 1 \ HAND HOLE FIBS' �_p1FIBE�O-� _ 15� W 6' DIA (TYP) '- _. _.- __ _ _ BEA_ _ C��9 yO -� - � ss ,gnH"NG \I II 11 O�FIBER _ __ _=f I11 2 - DIRECTIONAL -OR LED Y= do' -LEVEL 3 EX.CB-I 11.), I I�FIBER-OPTIC DUCTS RIM=392.20 y\ EX.SSMH 107 r V _-_ APPROX. LOC. � '- �L - -b4, �-- -_ EX.. 2" DI. N "_ - /1/ % n IE=388 55 I Z S _ _��- _ -IE=3H65�•_,(BURIED) t EX.SSMH 105 \ 1� iG'�•I ,+' - - ._EXCB RIM-392.22 EX.SSMH 185 RIM 391-1rT ; g - M \\ IE 386.5 C 5E Nw . I 4� E-383,72 W a� =� -IND a• AC t?<E "yECLOIP 158+00� '%� EX.SSMH 101 z •'. 1 _ - ___. __ -LOT) .�� �` __ __" ,, }�� X - 1- . - x i�: �.�_� __ rn EX.SSMH 106 Aj ag-ANo0.-�*J G G+m EX.SS (gPpR 6"' - -�" RIM=393.10 MH 104` EX CB TYPE 271 E-386.52 W 0} �S/L h' ' -� I ` SOLID LID 39 E=386.61 NE ITRAFFIC COCA.) F,MI-_-` II•IL\ G4`=389.41 12" E IE=387.10 S CNTL PNL11RAFg3/1_ Z . '% \ `^i _ RMB3939 -" `- �"� ' ..DRIVE -_ `\ TL b042305-9329 tIG�x 4- GAS <' ty PY --��y.5`yS'R rRAFFC LICH i' _ Ex CB _ _ -c-- c-[-c- B!- _ -_ (BURIED) gill x W RIMC-39270 K -=� 3�0.� 6' E� I PROP SSMH 185A ,s ��- VEN TS C '�fEX CATM & TELE SAME TRENCH =� " 1 \ INDUCTION 11 oo r© I _ /P - - _ iRAFF INC - DRI VEWA= 7 14 L_` TELE L_HAND HOLE Pp TrELE �- NwR EX.SSMH 102 _ _ 4 11 LOOPS �-1 111 - '' _ EX- DRIVEWAY _ �, II 5'%6'(iYP) J-: 1 ;�. �111 = P;;,t - _%'-� ►- - - _� I I "ABAND. LIFT STATION �Y1I�_.^_ OU TLEi _ �'ry TLl/032305 903/ •y t '( _ EX.SSMH 103 1i 11i li (APPRO%. LOC.) EX.SSMH 108 !11 Ex.CB EX.MH souD uD='92.70 +\RIM=39385 ��': TRANSFORMER TLjJ032305-9049 T TL#032305-9191 1 RIM=415.06 f IE=390-7 8 NE [ 1Ic=405.56 N GOES TO MH10a" T �4 1E=405.75 W '^ FILLED WITH SOIL . A .. .......I:: -. .- :. _ - - - ..:..I:. :..-.--...:: .:400... ... .., - - -I- .. - I- i : - i - I . ... : .:: .. ... --.:..... - - .. - %. iFWR. EX _PVR2-' - I- it ! ,I. ..Y00... -_- .__-_:-_-____-_ _-__--_--• --_--_--__-__ _ . __._ - _ _ EX. P - X..T _ -_ --__ _ --EX.' MP CULVERTS .. --.- - GAS Ex G5.... -- -- - EX..12"WAEREx-PINK:. . _,� .. -__ �',__E%. _EX. PWR.-..-��... - - - - ... _ _ -1.-- __ - -- �. I - 0') .(IE- NKNOV.N).- .. I. PKR EIAgUNKNOWN) I' .-.. ...... - .. .... .. .... ... .... .... E..-.. ..... .... 395 :: I j: �..... i ... ..... - ... .. ... I -. - 395: I I: I I 390 i I I I Ir . i .:390 ... ..... i .. i:- ■ :I .:::: ..:.:1:. L �:: : .: is r ::: . ..... :. ....- I I .. - i 385 : I i I - 385 I _ ..-. .. ..-. i _ j 107 LF I E F�- ..... -. .... .... -. ...-. .. ..::.:: ... .. 69 . ::: PROP. 20'HDPE;._ .... .. ( ... .. ... '145 LF� 7LF 9 I. P- 0 HOPE - I: � SC -O. 55 , -. -. .. I ....- ... ... -- ... .. - i ...: .. i I: -..-... PROP 20' IF DPE ...I....Sl.�.0047. 380 ..... - I-. ... .. ...I.. .... .. .. loons MEN M E■ti0�m■■�:.. P.'wVVC. .. - .. ... I -I. -. ... I::...... -I. ...EX. 18'PVC-. .:.:: �.: :.:::108 LF.::::�.. .. ... .. ... .. .... .. ...i�..-.... _ .... - paQ - ! 1 �--��_. X. PROP. :SSMH 1D1 - ..... .. I 380 _ :. .... .: ... .... . - ..... SL=0.0063... . - . . - . - I :.... :: .... .. .. .... ........: ...... .. - .. .. .. _. ... .. ... .. ...- - X: PROP - H�103 ... ... .. ... ....ROP.SSMH 185A :. .....:I. :.. - IM 39439. .. 375 IR ::.. : : ..: -X MH 102 .- -- ..... .. .. RIM :39�P.7 SS NVERi.IN: 38552. (N I .. ...-. .-.INVERTI .. .. - II IN �3 349 � � IN VERi OUT �384.03 W 8 E ( ) ) - 375 -..... - - RIM 392.9 INERT IN 302.87'(SE) _....._.._ _. __ ..____.... ..._....... ._......_ .._.... .._... ......._..-.. .......____ _. ___._. ..... ..____.._. __..___- _..__. _._ _..___ __ _ ___-___.._- _ ____-__ _______. l ____ ..... - � .... .... ... . ... . - ..... ... ..... .. IN VEA T IN . 382.33 (E}..... �......... ... .... ....... - - -79 (N,N)- --- RT� OUT t382: -... -.. -. .. .. ... ...... - EX. SSMH 185 . ....... .. .. .. ... -... ... .. . .. ,INVERT OUT 23. w, .. --.-.. ..... ...-... : RIM '39i'30 � - I � I � i....... _ I ______ _ ___- _. _____... ..____... -. __.. - _.. _. _.....__... ........_ ._.._..__ k V R.T_ U- i -VJ ,__. E --.... .- - ... - : - ..... .. -- .. - ... .. - ....... - ._.,- ....... ....... ... -... .... .... .. .. .. ..... ..... T 3 3 G... : ..."__.._ _.._ .. ___.. - ... .. --..... - - -. .. .... ... ..... ... :... .. .� . ..: .. ...... ..... ..... ... .. .. iNVE.-.. -.....-.. ... .. .. ... .. ......... .. .... : ....... .INVERT] IN 378.96 (S:E).... .. ..... .. .. ... .. .... ..- .... ... ......... ... ... ....... ........ .. . .. ... ..... .. .. .. .. .... .. ...... .. .. .... .. ........ .. ... ...... -. .... ......... ....':::. :INVERT DUT: 378.94: (C R)._ .:.. .:... .. ..... .. ... - .: ... ..... ....... .... .. .....I ..... ..i..... ... .... .... .. ... .. ... ... .. .. .. ... .. ----37D ... - _ � INVERT. OU : 378 67. {w� - .. ... � - ::: - :: ' .: .: - . - ... ... :.. :: - - - . . . . .. ::.::.: . ' : - .... ... .. .. .. .. .... .. ... - :.: 370� Roth Hill Engineering Partners, LLC 2 «,/z7/zoos 2600116th Avenue NE #100 SCALE I"'IL za o zo aoTBPW/KRG "" CITY OF SUNSETINTERCEPTOR PHASE 3 • Bellevue, Washington 98004---..;-�. RENT 0 N RothHill �ePw reuzs.66s.9aae (FEET) i� oaruM planning/Building/Public wDTI<s Deft. SEWER PLAN AND PROFILE / V Fax425.869.1190 1 INCH = 20 FT NO. REVISION BY DATE APPR �^" ^ NE SUNSET BOULEVARD D. 3 �18 SW 3-23-5 --._.._...... - ..... . ... ._.......... .............................. __... ....................... THESE DRAWINGS WERE FREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL --------. ......... ----. ........_....-..-.... .__-_.- ............... .. .......: ''. ENGINEERING (BASED UPON A PROJECT DATUM MOM COORDINATES WERE PROVIDED BY THE DEPTHS CF STORM PIPE CROSSINGS SHOWN IN THE PROFILE ARE CALCULATED BASED UPON FIELD BERGER/ABAM ENGINEERS. We) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGERIABAM '', SURVEY OF INVERT ELEVATIONS FOR ADJACENT CATCH BASINS, WHERE THAT INFORMATION IS ENGINEERS, INC OR US CONSULTANT. ROTH HILLS SURVEY LIMITS ARE GENERALLY WEST OF STATION AVAILABLE. SOME GTIXtM DRAM AR CROSSINGS E SHOWN AT ASSUMED DEPTHS. ALL OTHER UTILITY 162Hi0 AND EAST OF STATION 189•75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANRARY SEWER CROSSINGS IN THE PROFILE ARE SHOWN AT ASSUMED DEPTHS. ACTUAL DEPTH OF THESE UDUTY i a MPNHOlES BETWEEN STATION5162,60 AND 1B9,]G ON SUNSET BOIIIEVARDANO BETWEEN STATIONSCROSSINGS IS NOT XNOWN AT THIS TIME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING �1 INN AND 20D-W ON DUVAILAVENUE. THE DRAWINGS RECEIVED FROM BERGERIABAM INCLUDE THE ELEVATIONS OF Iffl1TY CROSSINGS PRIOR TO CONSTRUCTION ///��� RIOHT-0E-WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROTECT LIMBS WHICH ROTH HILL IS REFLECTING ON THESE DRAWINGS J EX.SSMH 118 RIM=395.44 I356.25 8 E IE=387.47 CTR ... _ .__ .. -- UTNiIESINFORAUTION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECRVE UTILITY PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTRJTIES, ESTWATEB OF THE e / EXPECTED LOGPONS OF T/ff UTILITIES WHERE FIELD LOCATING WAS NOT P0.5S'NIE, AND UPON LOGTIONS PRpVIDEDNTHE TDPOGRAPHq SURVEY FOES FROM BERGERIABAM ENGINEERS, INC. AS 1E% CAiV PER IIF/0 AS BUILTYJ i j x'�� ,4 �f ry0N _( SHALLOW) / DESCRBTED ABOVE. N GENERAL, LATERALAND SERVICE LOCATIONSARE NOT GROWN EY.CEPT WHEREi_ THEYCOIRD BE IDENTIFIED, THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY, EITHER LINE i ii7 5 JJ 4- r & \ LAIC EX.CB TYPE II OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. / RIM=397.89 IE=396.79 4 PVC E O i7 O APPROX. LOC- O� V� �E%. 8" DI W (1 { J �-\ IE=}90.2' 12' SW TLN722o60-ocoa IE=390.4418 w EX.SSMH 119 \ _ " IE=396.79 4' PVC W '-' RIM-397.38 IE=39�38 CTR EX.SSMH 120 y/ RIM 400.58 ��� IE 394 63 C iR O y,C• F`.'ij.. ,4 ^iG"Z� 0` _ V - % ` ° -; _-f°,�- _ _ Wig, ,�p'/B f. '+:`.*��Ig fR --�"-' -_ �a___-__---_ ''-zFR'6jL� R �_ NE SUNSET BLVD�_:'��_�=`F` ,4 �-. � Q?O 4 yG 4 ,-�a,-' - 4 ��'' P=Q� l_.. ---- _ Zf - �_ -Fo'- x�x z_ % /� 8' D.I. W �IB"R FR `DRIVEWAY -'-I ,�P� x hoc p '_DRI YO�___�--Fo x x x- x$ -, O F �o n-= -FO -- I �iO `Fo___-iP Ff ---o- D----FD-----TD ---moo----FG----�o---�O--- �D----�o---�T -���0---FD----FD---�O-----FD--- �--- �o---Fo-'`� Fe '0--- -9xO`--Fo---�0-.- �}--__ ❑ 5 o _ OD __ _ _ _ -_- -. EX - CB TYPE -395 CHT�NC_ r E%. 12' DI W __� _ J -.- - �L 1 - co / ` �_ EM390 39 12 NE - - - - - _. .......... .......-._ __ - - - - - - - - - - - - _ -... ... - IE_ 390.29 IS" E ABAND. 4" AC W 3¢ EX.CB_TYP IE=390-19' 13"-W (APPRO%. LOC) - - - .._ _----__.. - - -.1- - - -y-.._ W -r. - - - ..__ ^- - -- - - __ __ LLI ��`� �_ _ __� ( - _` _ - Ex.cfi TYPE ..._ - __ _ - _...- _ _ - - - - - - - _._ }57.56 IE 393.16 12 E __- IE=393.06 15 CONC W 160+00 =- ppU6LE YELLOW R.P M _ _ -- - - - -OFPPB X LOC UORIED CROSSINGS _ __ --------- -- _ - - g ( -- RIM 395.87 ! IE-387 s9 za'w -'-_ - 38741-24z --. 161+00 182+00 �.__ _�`=•-___-�- - --- __ - _ ---_. _ 183+00 __ 1- � _ 164+00 - z 0 IE-388.12 12" SW --'-- g 11 RIM 397.9E 0 -':y. RIMEX.= 397 58 II EX CB LYP; $$RAH 9S �_ BORINGS IE 398.68 72" HE IE=390.48 72" E EX.SSMH 98 x -- --- - - o EX SSMH 1 1� - \iii... - -�}j' a c ��p __-�. ---._ EX.SSMH 99 --- ------ - •wry 9 62===---------------0♦--------- ---- --------------------------- IE }38.18 - _ --.. ------ S �♦ rRfEr -! EXTRUDED CONC CURB - -- � _`p�G_ P-_�- - - .__ _.c:. 4 -_�G- _•�•-_ -- '- __.•,T: - =C1 -- __ __-:.'J ��-mac =__ °� rn `' -:.ry _-`fit.-,_ IL.._. _.�. _� _�__� -_ - _.-�_ �. _ __ �~ IL/I _ ..._ _ __ .� _ -- g 42' APPFOX. LOC.� EX. SO - -_ �_� L ec- -�- -�-TT- �� NO -r✓� �C-� =4rc T` r I__ix 4 GAS I-- L P C G P -� G-_ --C� ECF r/c-G G_ �_ERIVE� - - ') - (-'-' I r` ®C - - _ ,; - - -I-' - - � err �`� - - - - - oI 11 n' I� wR C. rE I -1--v -4--ter �i- T� ��.? - m e__ -1.2_ y_P_ _ _ P _ P i( __ -- CATV C _G C EX. 4 CAS G G _- \\\ G u G G T -BG C�I- (APPROX.LOC.) 80 O POUR '4 cn - --- - -= x "--,-= x-- �r,_4 - o _-• --� 5' CLF TL#032305-9037 o� I ' E\ , j�rElF/• CATV &TELE � E%. SAME TRENCH / �, / < / r*. IX. CATV TELE " � SAME TRENN CH a 0> ry 4 �,b t 6] O O ( �Q" TL//03Z308-9024 (' /� „ �•� b„-' ��� ,�^. ,4 TLg032305-9055 4 ,�a;/ ' ( EX.SSMH 96T RIM=396.30 IE==396. N rCy IE=39.,.29 5 IE_393.33 SERVO BE / MATCH LINE SHEET 9 K>r A,_ d, - l I I r - I 405 - : :::: I 405 .. ... .... -i:: ....... ... .....� .. - i::. .. .. .. .. ... .. I .. ..... .... .. .. .. - , ... I' .. - ..... %.. EX-TELE .. ... .:::: :: L----_ __- �.. ... ..::: __ :�:.:- -T - Own,:... 400. .... _._ .-- - .. ___-__ - � :::....I ----- EX 24 :::.... --- :: .:::� .: ___- � ..:::: ..... :::.:Ex. a .- --... AiER.. � _ ---- :: ::. - ::::: : :::� �.. --_ - _- ::: : --- ::: .: ..:. ... -::: ::. .. :.: ___-_-- .. - :.- :.: - : ::. - -..:. �: - - ::.: : .: �:: .. 400 ::: I -....... I :::::: i.::: . : : I:: 395. 1.... - .... . _.I .: .: 395 390: .: . .((APPROX.-LOC.). ( ..... - .. . . _ -.... .. ... ... :: ........: :::::-: .. : .....:.I-...- _ ..... - - I... ..... I: --- ... .. ... .... -- .. -.. - -- �.. --..-. ..-.. --- ...... - - --.. - .. - .. -- I :: ....... ..... .. :: --..... .. ....-. ..-.--. ... .... .... .: $03 LF ::.390 ...- . .. .. : -. ..- - ..- . .. : ... .. .... .. .. ... .- : .. : ..: .-. ..-:. .. .. .I.... .. .. ' - ..: 1 ' ONC. 104 LF .. .EX. 2.0 ..... . ......- - ... .. .. ..... ... .... ...... SL =0.0068.. .. ' -... 385 ... .. „ __EX{12'CONC .PROP. .. .. . .. 20 HDPE. .. _. _.- _(.' -.. -..... ........ --. .... .-. .. ... .... ... ... .. .. ... . .. ...... .. .. .. .. ... .. .. '182 ...SL=D .. LF - EX.12 0047. .. PROP. :::: ... ... C - I 16'HDPE y ::: .... - _ _- .. -. .. - ._ ... .. 7 'I PROP. 16 'HD SL�.006 P _ .__ .._. .. .. ..... E .... ... .. .. __. I ... -.. .... .... __._. ..... -.. ..... .-. ... .. ... .. ... .. ..- .. ... -. .. .... ... ......- .. .. .. .. 385 - ..,. 380 ........ �...__... ..... ..... ... ... ... .... " .. ....- ... -, ' ..... ... .. - I .. .. .. .. .. I --.. .. - I ..-.. ... ... - -EX- RIM. PROP.' SSMH 5� - ... .. 380 400 47.. ........: :EX. PRO I? SSMH :101 ::::: ........... ..:.:: .: .___.. - :::::::: .........._ .._....__ ::: .:::. _.____.. ::.:::: .... ..__ .::.: :: ___________ .:::.::: .._._ _.__.._____ ... .:: EX,/PROP SSMH 99 __ ____ ::::::.: ___ ...._..._ :::::: ._._..__-.__. ........_FX:. PROR,- ::.-: -..RIM :39 8I� SSMM 98--_..___.... 23::::-: _. I -:.:.. ____.. _______ ..:...- __ _-. I : ::::.: ___ :. .::: _._.________ .. ______ ::.::' _ ____ (( :::. ___ _- .. ::. _._ _ ....: _. __ _ : ---fNVEf)T'-kN--388.08 i .:::.IN VE T.IN.388.BO (SW) RIM 396-F, ::.:::. ::::.:.. ':::::: :: ::: : ::::::.. .. :.::: :::::: :: :::: :: :: - :-INVERT N 386.03 '(NF)... ...... ....... _. -- .. -.... ... -. ... ... -....INVE TOUT .388;10 (W).. _ 0.....:.. y :RIM _397 5 ::': . :..INVERT _I IN: 384.15.(E) ... ..-.. ..... ...... .. .. .... :........ ......:........ INVERT IN 1385.25 NE) :.. ....::. -:.::: -... - IN .:.-: .. INVERT. T: 38� )UT -.95 (SW):.: .. .:: :::... ..:.:.: ::::: ::::. :::. :: .:.: ::: :.:: :... - INVERT.L-355.52: r ( N -:::::: ::. -. -.-... ... ... .. .. ..:: INVERT IN 385.27 S) . ': ... .:: ::::::. ::. :::::. I':.:' ..:: .:: ::: :::. :.:.. .: ---..:: ::: ::: ...:. ::::::: - -._ � � INVERT - OUT I'-- 0I 38403� - W 1) -- - - -- --- -- I INVERT OU - 385.00 (5 --- -- - ) - - - - - I ' i ---... ----- -- _..--- __.:._: �. _.... -_.. ........ _-. _... - -- - - - _ 375 _. Roth Hill Engineering Partners, LLC �1/27/2005 2600116th Avenue NE #100 zo SCALE 0 20 ao �'JL 1"=20' s,;,99, :1i ,� CITY OF SUNSET INTERCEPTOR PHASE 3 -'6PW/HRO "e00 R o t • h H l Bellevue, l Te1425.869.9448 Washington 98004 �� i ,,.. I DATUM .Jl E N TO N SEWER PLAN AND PROFILE (FEET) SPW �TP I � �M, �] xrcoFmc� V Faz 428.869.1190 I INCH = 20 FT APPR w Planning/Building/Public Works Dept. NE SUNSET BOULEVARD NO. NO REVISION BY DATE "' 4 -18 Lu LL _ 3: EX. SSMh Lu ml c TL#032305-9202 w NE SUNSET BLVD POSSIBLE BURIED TEL CROSSING PER RECORD DRAWINGS_ Ems! SW 3-23-5 INDUCTION LOOPS G %� (6' DIAM) TYPICAL `EJ(. 328 / { 5 co TL# 0323059282 e 7Ap / � , �JF %.$SMH 92 EE SURVEYED)- / - 9 7 X.SSM 24 Qq < < APPr20%II LO I r H � • / �_ PROP MH 9 Ex` THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL ( APPROX. LOC ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY BERGEWASAME GINEERS,BC.)ANDATOPOGRAPHICSURVEYPERFIX MSYBERGERIAAAM EX 12" DI W -p—I - „ -A - ._ _.,t -- --- AD .. D a" AC W (APPRO%. LOCJ _ 165+00 166+00 �� 1 ...... _! ..... BORING INDUCTION cOCAJON EX.SSMH-94 6' DPS _ _O 6' DIA (TYP)Q O --�_---___----�----------------------1-------------_-_--- U Ex CATV & TELEX SAME TRENCH EO (APPROX. LOC.) 20 TL#032305-9093 (AP'W6 . LOC.) E%PPRO Ex. POWER /�3P��'P _ _ G � I I j � + TLy032305-9097 Al 1 I"=393.2 2 - DIRECTIONAL DRILLED SEWER -SEWER IN I ( T/L %x DIA. CASING 168+00 -� POSSIBLE BUFt1 ED ABAND. 6" W� TEL CROS3 PER ( �� (APPRO%. LOC) \' RECORD _DRA�iTJ G$-( II 1 � MH 91 (I EX.SSMH 90 - - - - - - - - - - - - - I - - - -' C_ G'I ENGINEERS, M OR ITS CONSULTANT. ROTH HILLS SURVEY LIMITS ARE GENERALLY WEST OF STATION 16Z.BOANp EAST OF STATION 1fl9.75 a15UNSET B0IAEVARD. BUT INCLUDE THE SANITARY SEWER --- - `- _ --'- MAWIOLEBBETWEENSTAM) 162,BB 1M.750NSUNMTBIXILEVARDA10BE1VlEENSTAT S 174. AND 200.00 ON DUVALL AVENUE. THE DRAWINGS RECENED FROM BERGFFLA INCLUDE RX' F-WAYAND PROPERTY BCUNDAMES FORTHE ENTIRE PROJECT UMRS, WHICH ROTH HILL REFLECTING ON THESE DRAWINGS. ...... .. _...._.. ......__...... ...... ............... ___...._.............. (�_� - UTIURES INFORMATION SHOWN IS BASED UPON RECORDS RECE-D FROM THE RESPECTIVE UFlUTY SEE s EL) / r R DERS, FIELD LOCATING OF B>EMIFIABIE PORTIONS CA THOSE UTRRRES, ESTIWITES DF THE _ SEE _S' 9 yy EXPECTED LOCATONS OF THE URLRIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND UPON .-. .. -.. a, LOGiIONS PROVIDED INTHE TOPOGRAPHIC SURVEY FILES FROM BERGERIABAM ENGINEERS. WC. AS 1 +0O :DESCRIBED ABOVE. WGENERAL LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN. EXCEPT WHERE -j Vx n G OR ABANDONED.THAT ARE NOT SHOWN ON THESE DRAWTNGS THEY C� BE IOTIEB WITHIN THE ROADWAY. EffHER LIE '.SSMH190A -.. . y.. - ,� E%. BLOOX.LOWOFF •� �� ��r'' (APPRC.)LiNo------------- - 1 EX.SSMH 89 PROP. L Ufa A ($$ SSMH 90B �PPRUX. LUG, I'I it s �I I / .................. THE DEPTHS CA STORM PIPE CROSSINGS SHOWN IN THE PROFILE ARE CALCULATED BASED UPON FELD SURVEY OF INVERT ELEVATIONS FOR ADJACEM CATCH BASINS. WHERE THAT INFORIAATION 0 AVAILABLE, SOME STORM DRAIN CROSSINGS ME SHOWN AT ASSUMED OEPTHS. ALL OTHER LTR. T CROSSINGS IN THE PROFILE ARE SHOWN AT ASSUMED DEPTHS. ACTUAL DEPTH OF THESE UTILITY CROSSINGS IS NOT KNOWN AT THIS RME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ELEVATIONS OF UTRITY CROSSINGS PRIOR TO CONSTRUCTION TL#51 5970- ol 15 EXMt 328 0TL #516 9 70- 0 i 10 APOk 130' N , .\ ,, S TL#5169-/0-0119 (,11.1111H 12 SURVEYED) TL#516970-0121 2- 4 \ i'X�8�" D I W ---- -------- NE SUNSET BLVD EX SS -(APPROX LOC.) !�--EX. FIRIVEWAY-1 z. Ex A— . ........ ABNND AC W ABANEL A- AC POSSIBLE BURIED TEL. rCICIIING PER RECORD DWNDO GS UBLE Y, DOUBLE YELLOW R.P.M. . ........ RA......... . 1-00 170+00 171+00 172+00 173+Ob 174+00 - - - - - - - BCIIIILE YELLOW Lu POSSIBLE BURIED TEL. Lu CROSSING PER RECORD ORAWNGS ©GRIN"_ DASHED WillE LINE W/ LOOCA11111 EX. CATV & TELE EX.CATV &-JELE W. SAME TRENCH 7 SA,E TRENCH SW 3-23-5 __..._.. _ __... .._ __.... . ...... THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY BOTH HILL.......... .. ...._...._. .._..__._.. ._._..... Ui1LJHES INFORMAi10.N SNONN LS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTILITY ENGINEERING IBMED UPON A PROIECT DATUM WHOSE COORDIII WERE PROVIDED BY PItOVIOERS, FIELD LOCATING OFIOENTIFNBLE PORTIONS OF THOSE URRIHES, ESTIMATES OF THE THE DEPTHS OF STORM PIPE CROSSINGS BROWN IN ME PROFILE ARE CALCULATED BASED UPON FlELU F IDENES WHERE FIELD LOCATING WAS NOTS,ESTIMATES BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGERIABAM PROVIDED LOCATIONS OF THE POSSIBLE, AND UPON SURVEY OF INVERT ELEVATIONS FOR ADJACENT CATCH BASINS. WHERE THAT INFORMATION IS ENGINEERS, INC OR ITS LONSULTMT. BOTHHLL5SURVEYAVAIUk SOME STORM ORAN CROSSINGS ARE SHOWN ATASSUMED DEPTHS ALL OTHER UTILITY OMITS ARE GENERALLY WEST OF STATION LOCATIONS PROVIDEDINTHE TOPOGRAPHIC SURVEY FILER FROM BERGERIABPAI ENGINEERS. INC. AS 16240 AND EAST OF STATION 181 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER DESCRIBED ABOVE. IN GENERAL. LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE I CROSSINGS IN THE PROFILE ME SHOWN AT ASSUMED DEPTHS. ACTUAL DEPTH OF THESE UT6RY / MMHOLESBETWEEN STATIONS 162.80 AND IN-75 ON SUNSET BOULEVARDMD BETWEEN STATIONS THEY BE IpENOFFO. THERE MAY AODInpJAL WITHIN CROSSINGS IS NOT KNOWN AT THIS TO RE THE CONTRACTOR SHAUL BE RESPONSIBLE FOR VERIFYING ROADWAY, GgIIp BE IJnLDIES THE EITHER LIVE ' 174.00 AND 2OD•00 ON DUVALL AVENUE. THE DRAWINGS RECEIVED FROM BERURIABAM INCLUDE OR ABMOONEO, THAT ARE NOT SHOWN ON THESE DRAWINGS. THE ELEVATIONS OF UnLTTY CROSSINGS PRIOR TO CONSTRUCTION RIGHT# -WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH ROTH HILL IS REFLECTING ON THESE DRAWINGS. 61flA'dCHI LONE SHEET 93 1 TRANSED 7 � 4,• ,,. � ___ _� ,; or 1 /'/, iO0 , NE SUNSET BLVD J, 169 - F - P I'r J.� ;,i V/ yoJ� f rj0 "0 .-' � �T� OREf�TIONALO DRILL - - a c5 \ © ___ CONCRETE WALK A _ _ _CROSSWALK \ / - - -- - = _ .v= --" -----„ ----- -= - - ...'�5 __- -y -__- - ___ _--_._-I•Q --_. Is- •� IJ 0 .... ABAND 4'- ---(APPROX -tOfj- -../. a !_ a -f.o� N Ex. CA ry --/ ..../ 2 - _ �(APPRO%. LOC.} SEWER IN / / ,\ - -_.. - O 4,J. __ T- --=' 7 �t �,i� DOUBLE YELLOW R.P.lH. %% DIA. CASING / ( ( -- i - i �r ( - R/ --FO� \ J .t l jlFr ASP , _`. --. _ h'FL �L -P• f -._ ��T_\ ORI J_ a" �. _- f(APPRAiV�,�/��e __ EX." _ __ - yEWA�- i 7/_� OX. LOC) DOUBLE YELLOY/ R P. M. / -__ / - EXSSMH 173 _ �- r , DASHED WHITE LINE W/ Rpm.,_.__ if SEWER IN �/_- E% CATV h IEEE XX DIA CASING J 5 ��• _+ - _— -___ y SAME TRENCH -_ _ (APPROX _ - - -_ `_- f-= --- _- // / r \.. ,'' PROP.SSMH 173iC� �L�YE'cLOw - -_- _01�10 ?_cLE WH17 __ "`- fj —i Tom- J ¢ / _ T - �-�E 'moo T T� T T T Rp,M Lu ,� _ -T • -. F¢t71TT T_SlcJ�, .. - oi"vG�YT J _7 ti.ti g © P NdJ P /P --- 6 �T DASHED WHITE 2-_l,_-� - ARt P ___ __� '- - —' P— P P P 0 P �, =P C _'_- N%-_�J ` - _ __r_ - 4NE _ �1 "- = _ __�- _ _ _ _ _ _ _ _ _ _ _ _ _ .O P t ¢ 9_. ,`,)Y�a�-� r� " EX SSMH 216 EX.SSMH B7 _ -`P�0 w i� p - _ _�6179 f,17 PROP SSMH 88A e°--�1 �I +' L _Y 6 � -.P '—p 9>- ' �—= _ __ _ '1�_ 9f00 g _ TRANSFORMER VAULT `� ��.�� /L♦♦ / VDU �' _ �- P-J— '� 1 __ ____ __R I_ - �III I • - SF`'47143 ` f` _ ATV h TELE ( PPROX. Lv ''., " ,' A �, PROP. \ ° J ) tir GRASS �-- TRENCH _ i ,g� //q _ �e • ROX. LOC.) _ _ SSMH 87A ♦ Ex.P�Os y PROP.SSMH 174A �J- -_. TLJ516970-0092 .° ` I: (APPRO% LOC'}• J ` I. \ J O.° r �'o APING 'O � ' .o`�" r --" 1�P= -tip ` ,1( _____ r .. O �.V� , �4, •) �/ // J O LP �00 NDSO a r"l RP•M Q� / io—cl - s' '\,�`, A ,F , ♦ \ •; \ OP DU�e,, \`'- 0 h ♦ �/ dCy NOLU5T11�<%' 2q,L' �: IS _ - __ `:. ,P ♦ �� /� 1. as � P Oil 0 _ X�P OWER -- -= P_ 1!y 6 / ♦ 4, ,L- \ A _ \ _ / �� a. V' > ,�r' ,J•/ /`�_'n10,_-' \\ / LOC.) 't r i/ /' '} j _ .SSMH;% �OGE.cO" t•�o�0' x'Z,.1 �\ a Q \ \\ v A //� � `♦ .'Ji VT O�G /j ?, 4'`t�� \\\ TL 'i_,1 2�' /� a ♦ 2 /'fit Gt� ¢Ce 02 \ /516970_ ��T �y ✓T� ', Av VVh R' 1 O O O , y , o e E e e , rLH51 9 70 o a dp' yua a , c -00/5 oa oa as i 415 -. i. 415EX. IJJEX. PWR APPftO% L . 41 0.I - I. I :: •.[ EX:21 - - - ° Ex. I 12" WA IER .. ..:.IRE I( E" ED E%. 12' SO -UNKNOWN - .:I:.--. :.. .... EX. : X.:. € TELE. APPROX.'LOC.. I .. ... I ... .. ---- - - ..... ... �: .. I ...- 410.. .. _ 405 I I ('. .. I I ... ( -... .. ... I : I.. I 405 I -::::. ....---_ .... ...: -...... j' - - .. I ...I.. -.: .....I -.... ... :... : :.-.-.. ....- ........ I :...... .:.... ..'.. ---.--.�-206 I: I. LF... 44 LF' .:: -.... - :: ::- .:: .. :::: :.: ::: � .: :.I. .:::... .... -I .:::'.951F) :... :. .... ... �: - :::I ...... : ::::: ..... ..::.:.. .. .. .. .. -----. :I:. .. -.--I- ... ... ...... _.. ..... ... --102 LF ..-�SL=0.032: __....... -.. .. -..... EX. B' PVC:........ LOP-13318'HDPE P...- ... ......: ___.__.. ._. 1 .. .. .... j.- - :::-.:: ____ I. .. ..... :...-. .: ::::::: _.. __�_l. ....... .......:� .:I:.......�I:. ....... :::::- ..._. .. ... ... ; ...... ....... ::.: ____ ..... ..... ..... ....... :: i:. .. .-______ _.--.. ..... ..-... ... �.-.....�.. ... ... :: 1 ____. __ -.. -. ::. �:....... ..... SL�.0033. :::: .::: r..._. _... ....-- .. ....... .. -.... :... :::..; _ --___ ....... ...-... .. : _. _. . _ .... .. .-..... ...... ....... ..-....: .........1 ... .. .. .. ..15'PVC ......... .. .,,.. ...... -... .. ....... -.. -... - ...51=0.0024 ... ...PROP. 15 I. ...... WC ..... .... -. ... ... _..._ ..... ... ) ...... --SC=0:0035 .. ..... ..i: -__--- ........._ -. ..... ... ..... ..-.. ____.�..- -.. ..-.. EX./PROP. SSMH 2�16�. . - ._...:. 395 ..... -' I _ . -- - - - -) .. -I ! - -- 1 --- - _ _ '-- — . 1 _ ___.__ ._ . PROP..- _ j -- - aln SSMH-173A�... 9 .70 --.- : : - -: _. .. -.1--_.... :: .. --._.._ ...I __... .... - __...._ ._..._._ - R P.. S MH :174A — - 0 40� �o - RIM. 410.06-.- i : 'INVERT - ._..._INNER - : -(Sc')__... ----. 395 .: _...: ... ... i........ ......... 'IN-403.09'(E) L...DU T._502--99 ... .. i . _ - .. -, P I. .R'P.: j .... .. SSMH. c8A. I j ... I..... .: I .... I PROP. ".60" I - iSSMHb7A.I. . - .. ... I, .. ... - .. - - - - I PROP. (SSMH167A .. i 60"�m _ - - :.'- .. - � ... .... .. .:::.:. .... .INVERT : INVERT_OUi;401.84 iN' 401 94 (E)--. _(SW) INVERT INVERT .. .. IN 402'72 OUT 407_.G2 (�) . SW .. (..)::j ..--... --... __.__ -. .. .. RIMI .:INVERT. 406:80 .. .. IN: 399.7o (E) ... m-� ( .. RIM .4C6.60 ::. :.: ..::. - . - ... ....RIM407.30 .. INVERTI IN .400.48:(r : ... E.S)- .... ...... ..-.- ..... :.... - .. ... .I'.. - _ I :. .- ........ .I: - . . 390 ... .. NV:RT - ........ OUT 399 60: (1Y). ......... :. .... - - : NVEILTj INVERT N-400.03 (E',N) OUT 399 93 .. ...:... (W) ... :. I .. '�, .... INVERT OUT_400:3' .... ..:: OUT - 400. 31, I I W (.� ..: ::.. _.... .:: : I ::..:. ..I _.. I .. :: ::. 390::: ....: I I...... 385. -1-- '.: - .:.::. - - ---- --- — _ ..._... -- I r.: :.. .. -1-- -- ..... 1- - _ --- _. _ -- L _ I .. =- ----- 1- - —.. ! .. �:... _ 385 :: —. :::: ... Roth Hill Engineering Partners, LLC IVi/27 2600116N Avenue NE#100 z0 SCALE 0 20 40 MJL µ co R CITY OF SUNSET INTERCEPTOR PHASE 3 / 20D5 -t6PW/KRG • Bellevue. Washington 98004 ;ram- 1 RENT O N (FEET) aPW D R o t h H l l l Tel 1 DATUM Plenning/Building/Public wGr s Dept. SEWER PLAN AND PROFILE 1 u �u. �..e REVISION BY DATE %�/ / Fax425.869.1190 I INCH = 20 FT NO. APPR '` NE SUNSET BOULEVARD ^^"� 7 -78 SW 3-23-5 N ll//lllllll��u __ . __ -.... -. -.. THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CDNDUCTED BY ROTH HILL ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDPNTES WERE PROVIDED BY URLRES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTR'E IRRRY THE DEPMS a STORM RM CROSSINGS SHOWN N THE PROFILE M CALCULATED BASED UPON FIELD BERGERIABAM ENGINEFRS.ING.I AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGEWABAM PROVIDERS, FIELD LOCATING OF IDENRFIABLE PONTIONS OF THOSE UTILITIES ESTIMATES DF 111E - SURVEY OF INVERT ELEVATIONS FOR ADJACENT CATCH BASINS, WHERE THAT INFORMATION IS ENGINEERS, INC OR RS GONSULTAM. ROTH XSLS SURVEY OMITS ARE GENERALLY WEST OF STATION EXPECTED LOCATIONS OF THE UTILITIES WRERE FIELD LOCATING WAS NOT POSS .AND UPON AVABABLE. SOME STORM DRNN CROSSNGS ARE SHOWN AT ASSUMED DEPTHS. All OTHER URLRY 16N60 AND FART OF STATION 189 75 ON SUNSET BOLAEVARD, BUT INCLUDE THE SANITARY SEWER LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY Fit ES FROM BERGER/ABMI ENGINEERS, INC. AS CROSSINGS INTHE PROFILE ME SHOWN AT ASSUMED DEPTNS. ACTUAL DEPRIiY I OF i1ffSE URI MANHOLESBETWEEN STATIONSIUIWPND18B-75ONSUNSETBOULEVARDARDBETWEENSTATIONS `DESCRIBED ABOVE. IN GENERAL. LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT INHERE CROSSINGS IS NOT XHOYM AT THIS TIME. THE CGNRNCTOR SHALL BE RESPONSIBLE FOR VERIFYING 11400 AND 200.00 ON OUVALL AVE—. THE DRAWINGS RECEIVED FROM BERGERIABAM INCLUDE THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY, EITHER LINE THE ELEVATIONS OF U TJTY CROSSINGS PRIOR TO CONSTRUCTION RIG -WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHDH ROTH HLL IS OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. KT REFLECTNG ON THESE DRAWINGS. :.. ....-. EX.SSMH RIM=413.71 IE=405.50 ERVi CE Nw IE=405.41 IE=405.26 E=405.40 1JEuj i I )51 �`� !7r 1 _� r` 807g03`0480 I , Z >Y TL#856190-8888 m 4 i / / ✓�. W dil LA 1 1 ONinJNb >< Y n/ \x ° Ia`✓, �..r\. * a� "+f^x me 1 r r, o i h Y. t I o x I� r �, SJ BLV C ' - x x-x- .- 1- _ E%� RI � (APPROX. t5. �'`^. ...EX TELE. �r 1-, r APPRox L, 1 VEWAY NE. INSET C --fo ---fo- --: U-- O---GO-� �0 � -FO- �'O�-U- O--FO --moo ��\._..- 1(=-r— rfT �L T`--------i�� - i �o—_ _r---u�w-__--Gr--------•i .r^! T—}:.--I 1 -s . _ aa ---_ - _ ____ � __ -_ Ex 12- of W 1 Ex 12" DI F 1 ,.HAND_s- _AC w (� PROX. Loc)1 ..._ .. _ _ I oORw��ND.. EX.SSMH 218 _^* ..._ _ _ LOCATION I _ I I_ _. ...... ... _......._ ....... ..... 2' _ AC W (AP.vRO% LOC) - - _ - If � IT��rr _ 1 - i. L. i J �___� .�.� r .�:� r. ��"�.. f�-� �.�-�-� '. _ ��.�=�r�-�.�.��.as•ra-�_�:��.�_aa.>ms-s�_�_�---_ - -- - - - /(t�� ..... _ 1 EX.SSMH 21 _ _ ._ . _ --_ — — — — — Ex. cnrv-a A 1 - PER RECORD D�wcS --I Q a EX.SSMH 217.4 !� I�--- EX.SSMH 217 p 180+00 (nPPR 1 oc) oIx (TIE w MIT) v -1—_�- � - t ✓3t " 182+r 00 -- - - —1- - - - - +— - - - I- - - - —1— - -_._ 1 w EX. CA TV TELF. a q SAME TRENCH 1 X TELE X CATV & 7ELE r_ __ ---- %. LOC PER RECORD DWCS SAME TR CtL._ -----------------__-- 1 EX.SSMH 174 _ - — �PPkOx Loc.)- i �r V (APPROX. LOC. ' - --- EX 4 GAS E 4' GAS -- G�C G— G — G C C G G —C-*-' G (APPROX. LOC (APPftO%. LO��CAT i— TTT_ TT—i -T T -.-��i t iT T T T i T t— i— i— Ti—i OL` i 1�i i T—i —i ------c.. m T _T T_T—i ii i iTT ¢),L P P P— P P— P —P P �o P 4 I P Ps- , Pal`---P�—e---s`�. �:- P P P --- E%. POWER SW,SE 3-23-5 THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPITC SURVEY CONDUCTED BY ROTH HILL ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY BERGERIABAM ENGINEERS, INC.) AND A TONGRAPHK: SURVEY PERFORMED BY BERGERJABAM ENGINEERS, BIC OR ITS CONSULTANT. ROTH HILLS SURVEY LIMITS ARE GENERALLY WEST OF STATION IU-WANDEABTOFSTATIONlB 75ONSUNSETBOLAEVARD,BLRINCLUDETHESANITARYSEWER ,I 1 A� 1 I MMHC(1ESBETWEEN STATIONS%51�fiDN1 11 750NSUNSETBgREVARDNiDME ENSTAT 1r� 1T4WAD�DD DAND ONDWALL AVENUE ME DRAWINGS RECEIVED FROM BERGERIABAM INCLUDE P. 1 ) ! I I a RIGHT-OF-WAY AND PROPERTY BOUNDARIES FOR ME ENTIRE PR0,IEGT UMIT5 %THIGH ROTH HILL IS / C NI. Ill I I I O REFLECTING ON THESE DRAWINGS. / -• /I// w I I o- UTM1RIES INFORMATION SHWM IS BASED UPON RECORDS RECEIVED FROM ME RESPECTIVE UR1TY I W I �lllllll/// 'Ii 1 PROVIDERS. LOCAIELDTIONS LNS OF ME IDENTIFIABLE ITIESERE FIELD PORTIONS MOSS S NOT S ESTIMATES AN OF THE EX.SSMH 221 / 1 \ EXPECTED LOCATIONS OF MEUTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE AND UPON LOCATK)NS PROVIDED IN ME TOPOGRAPHIC SURVEY FILES FROM SERGERIABAM ENGINEERS. INC. AS I 1 mi INGENERAL,LITERALANDSERVICELOCATIONSARENOTSHOYM,EXCEPTWHERE PROFILETHEY COIAD BE wENTffIED. TFERE MAV BE ADDRONLL UTRfRES WRHw THE R04DrYAY,ERHER LIVE SEEOR ABANDONED, THAT ARENOT SHOWN ON THESE DRAWINGS. LU ///SHT3 I, ILL— I m.In 1 1 �F 00Ip i* �W�WwI I _ \ THE DEPTHS INVERT STORM ATI CROSSINGS SHOWN IN THE PTIOFI, ARE CA T INFO BASED UPDN FIELD SURVEYOF SOMEELEVATIONS FORAD.NCENTCATCHNATS,WHERE THAT INFORMATIONS AVAILABLE SOMES OW PROFILE AINRE SHOI-ATCROGSINW AREASSUMED EDDEI ATASSUMEDDEPTH$ THESE URLITYITY CROSSINGS IN THE PROFILE ARE SHOWN AT ASSUMED DEPTHS. ACTLUl DEPTH OF THESE UTILITY CROSSINGS IS NOT KNOWN AT MIS TIME. ME CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING O 1 T•`+ ( cm°i � 'vim 1 K'' I 1 � � � THE ELEVATIONS OF I/RLfiY CROSSINGS PRIOR TO CONSTRUCTION ol sp+,.,,,>." u _ m of C) iw _m Roth Hill Engineering Partners, LLC R SCALE sw MJL a ei%wvi �1/22 zoos v SLINSETINTERCEPTOR / 26001161h Avenue NE 8100 — 20 i�1 I 20 0 20 40 BPW/KRG CIrT I OF PHASE 3 • Bellevue, Washington 981'1(M—�—�-- 'I�I.i--' o...�: B� R C V TO N R o t h H i l l Tel 25.869.9448 FEET a— DATUM µ Picnniny/Building/Public Works Dept. SEWER PLAN AND PROFILE F. 425.869.1190 I INCH = 20 FT N0. REVISION BY DATE APPR -- "'""fO9pM" 112 NE SUNSET BOULEVARD e °`78 SE 3-23-5 h TL#032305-9085 11 EX.MH 220 3 J TL#032305-90] E SUNBLVD -�NSET __ _ _ i -•"` 2 GALV. W (APP OX. LocJ - �I�' _ 3 THESEDRANWGS WERE PREPARED FROM BOMATOPOfiRAPHIC SURVEY CONWGTED BY ROTH 1 � �,I-`.h �O ENGINEERING AS UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY >A .•' �•.. 1 I _ ID' �__ �. "- `ate o �_ AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGEWIBAM RSCONSULTANT. ROMWLL5SURVEYLMTSAREGEIJERALLYWESTOFSIAINX] BERGEE 116 fiO AND EASTOF STATIONI 89•750N SUNSET BOULEVARD,BUT INCLUDE VMDANDBETWESANITARY SEWER .-�. _ 1 M,WHOLES BETWEEN STATION5162.60 AN0189.]S ON SUNSET BOULEVPAO ANO BETWEENSiAMWS _S_H 220 ,�/ ^~-+� I I 1]d.Op AND 2(p.fp ONDWALL AVENUE, MEDMWINGSRECEIVED FROM BERGEWABMIINCLUOE RIGHT-0F WAY AND PROPERTY BOUNDARIES FOR ME ENTIRE PROJECT MTS WHICH ROM HILL IS REFLECTING ON THESE DRAWINGS FY $M .. \ _ _ \� UiRIDES WFIX2MADON SHOWN IS BASED UPON RECORDS RECENED FROM ME RESPECTIVE UTILTY $H 291 ��v\\I �� - _ PRWIDERS. FIELD LOCATING OF IDENOFIABLE PORTIONS OF THOSE UlILR1ES ESTIMATES OF THE EXPECTED LO TIONS OF ME UTILMES WHERE FIELD LO TING WAS NOT POSSIBLE AND UPON LOCATIONS PROVIDED IN METOPOGPAPHIC SURVEYFILFS FROM BEAGERIMAM ENGINEERS, INC. AS -� Iprn¢ •��� _ __�` /w, DESCRIBED ABOVE. W GENERAL LATERAL AND SERVICE LOCATIONS ARE NOT SHOYIN, EXCEPT WHERE W\\ - _-`O\ / l I [ •T MEY COULD BE OENOFED. MERE MAY BE ADD1iTONM UTnmES WITHIN THE ROADWAY, EITHER LIVE OR ABANDONED THAT ARE NOT SHOWN ON THESE DRAWINGS. ti \\ \ \ ♦ \e Rom°,\\"� ......... _.... ......... ME DEPTHS OF STORM PIPE CROSSINGS SHOWN IN ME PROFILE ARE CALCULATED BASED UPON FIELD i — — _.a_..�� CM � �\ \\ SURVEY OF INVERT ELEVATIONS FOR ADJACENT CATCH BASINS MAT AT INFORMATION IS _ .._.__. - -. -- /� \ EX GAS \\ g AVAILABLE. SpAE STORM GRAIN CROSSINGS ARESHONN AT ASSUMED DEPTHS TH A110ER UTILITY CROBSWGS INTHE PROFI E ME A SHOWN AT ASSUMED DEPTHS. ACTUDEPTH OF THESE UTILITY CROSSING56 NOT XNOJRI AT THIS TIMETHE GGNTRACTDR SHALL BE RESPOIiS®LE FOR VEWFYING Icki—THE ELEVATMS OF UTLITY CROSSINGS PRIOR TO_CONSMUCTION SMt� _ TL#W2305-9090 vrrr�nnniririnnri�rriri� G; TLj/032305-90821AL _..... _..... . __........... ..._ __ _........... _......................... THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGERIARAM ENGINEERS, INC OR ITS CONSULTANT. ROTH HILLS SURVEY LIMITS ARE GENERALLY WEST OF STATION 162+60 AND EAST OF STATION 189+75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER MANHOLES BETWEEN STATIONS 162+60 AND 189+75 ON SUNSET BOULEVARD AND BETWEEN STATIONS 174+00 AND 200+00 ON DUVALL AVENUE. THE DRAWINGS RECEIVED FROM BERGER/ABAM INCLUDE RIGHT-OF-WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH ROTH HILL IS REFLECTING ON THESE DRAWINGS. Ex.CS 1'"--41 e1,7..61 I'N 9112"CMW Si2'DEE-46 NE ILp807904-0120 APPEARS TO BE 12'TEE W-E-N r,IN CONC-N SE 3-23-5 _...._. _. ........ _... ___...-_....._.___-.......... .. ................. .... ..... ............ . .......... UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTILITY PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES OF THE EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND UPON LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGER/ABAM ENGINEERS, INC. AS DESCRIBED ABOVE. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY, EITHER LIVE OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. EX.SSMH 192 RIM=434.27 TL#807904-0140 \\ IEIE-=a28.28 N CHAN a18.80 10' N IE DROP IE- 418.6a S NE SUNSET BLVD -{0_--_�0- �o--_ -f 60 k LEVA�FIBER�p TLY807904-0130 �. - - - --S11----.—,�..L,�.�—..—------ -- L .. -- �'-1.. EX HL277 - - - - — — —— ^-'o- --189+d0 190+00 __ - _ _ 191+00 G— —D —G— TLy032305-9078 r^\ _ THE DEPTHS OF STORM PIPE CROSSINGS SHOWN IN THE PROFILE ARE C OLILATED BASED UPON FIELD SURVEYOFWVERTELEVATIONSFMR CEM TCHBASINS.V RETHATINFORMATIONIS AVAILABLE SOI.TE STORMDRAPICROSSWGSARESHOWNATASSIIMEDOEPi16. All OT n!-ITY CROSSWGS W THE PROFLE ARE SIpNM AT ABSUMED DEPTKS. ACRIAL DEPTN OF THESE UT CROSSNGS IS NOT KNOWN AT THIS TB.IE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ELEVATIONS OF UIIRY CROWNW PRIOR ro CONBIRUCTION \ Ex.Ce RIM=427.86 �. —424966 PvC N pl\l 0 In=42a.11 12'ADS E TLk032305-918-5 EX.CB TYPE I., IE=a24.76 12"AOS VI \ RIM=a35.36 . I IE=432.59 12"AD<_ IE=a32.50 12"ADE E=432. 31 12"ADS I �0�. _ .�•-_�:¢- -a= ,_-ro-==r--Fp-.-.c.--FS2=-..rr-s€w- a- - - - - - - - - - - - - - - --- ----------- - - - - - - ------------------------- b EX.SSMH 274 RIM=466.74 IE=45a,94 NW N' IE=454.64 5 144' NE OF EX. SSMH 275 ' EX.C8 TYPE I RIM=445.49 6 IE=44266 12"DOS N IE=442.7, 12" 'B W G 5y P - _ �� _ 3 6 TALL ROCKERYLU / 1 FO-- FD- -FOLU - 3I@E_R -f0 0-0-________________________________________'____ E___=________- X.SSMH27r—_. EX.SSMH 275 0 SE 3-23-5 THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL ............. ......__....... ..........__.... .........__... ._...._........_. ENGINEERING(BASFD UPON A PROTECT DATUM WHOSE COORDINATES WERE PROVIDED BY IRLITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTILITY BERGFRIABAY ENGINEERS. WC.) ANO A TOPOGRAPHD SURVEY PERFORMED BY BERGEfUASAY PROVIDERS. FIELD LOCATING OF IDE—IM E PORTIONS OF THOSE UTILITIES, ESTIMATES OF THE ENGINEER$. WC OR ITS CONSULT-R. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF STATION FXPECTED LOCATION$ OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE. AND UPON 162Hi0 MO FAST OF STATION 109�75ON SUNSET BOUIFVARp. BUT INCLUDE THE SANITARY SEWER LOCATION $ PROVIDED W THE TOPOGRAPHIC SURVEY FILES FROM BERGERIADAM ENGINEERS, INC. AS MANHOLES BETWEEN STATIONS ifii� ALA 1B9•]S pR SCANSET BONEVARDAND BETWEEN STATIONS DESCRIBEOABOVE IN GENERAL. LATERAL AND SERVICE LOUTIONSARE NOT SHOWN. EXCEPT WHERE 1 Td-00 AND 200l000N BLNAIL AVENUE. THE DRAWINGS RECEIVED FROM BERGEfR/ABAM INCLUDE THEY COULD BE IDENTIFIED. THERE MAY BE PDDITIONAI UTILITIES WITHIN THE ROADWAY. ETI1ffR LNE RIGHT-0F WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS. WHICH ROTH HILL IS OR ABANDONED THAT ARE NOT SHOWN ON THESE DRAWINGS. REFLECTING ON THESE ORAW WIGS. ................. I ° ZT ............ .. _.._.... ._.................. 1�p1� THE DEPTH$ OF STORM PIPE CROSSINGS SHOWN IN THE PROFILE ARE CALCULATED BASED UPON FIELD SURVEY OF INVERT ELEVATIONS FOR ADNCENT CATCH BASINS WHERE THAT INFORMATION IS l ° AVAILABLE SOME STORM DRAIN CROSSINGS ARE SHOWN AT ASSUMED DEPTHS. ALL OTHER UTILITY CROSSINGS IN THE PROFILE ME SHOWN AT ASSUMED DEPTHS. ACTUAL DEPTH OF THESE UTILITY CROSSINGS IS HOT KNOWN AT THIS TIME. THE CONTRACTOR SHAM BE RESPONSIBLE FOR VERIFYING F N THE ELEVATIONS OF UTLITY CROSSINGS PRIOR TO CONSTRUCTION \ EX.CB TYPE I RIM=452.42 6"PVC N IE=450-22 12"CMP E BORING OCATION `EQ `CFO\ CE .r x RIM=454 26 IE=449 79 12'CMP E IE=ad9.70 12CMP 5 IE=4a9.81 12 CMP W EX.SSMH 290 :r I I Roth Hill Engineering Partners, LLC n .aR v°ceii,vs, d1 17 2UO5 2600116th Avenue NE#100 SCALE � M'JL 1"=zo' N.'� ,� CITY OF SLINSETINTERCEPTOR /' %' 20 0 20 40 r BPW/KRG PHASE 3 o Bellevue, Washington 98004 6 --'—I aA..,. BPw I_ _I DATUM R E I v T O v R o t h H i all Tel425.869.9448 ( FEET) °`° a Plonnin Buildin Public Works Dept. o F / 1 INCH = 20 Fr 9/ 9/ P SEWER PLAN AND PROFILE Fax 425,869.1190 NO. REVISION BY DATE APPR NE SUNSET BOULEVARD '" ,2 '°18 SW 3-23-5 THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL---� ----�-"' - --�-' "'-- ..........--� ' ' ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTILITY -- ""- - '' ' ----' ' ` -"' -- "- "-- "' - '� .........."- . "..""'-' BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGER/ABAM I PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES OF THE THE DEPTHS OF STORM INK CROSSINGS SHOWN IN THE PROFILE AREG CLAATED BASED L FIELD l SURVEY of wvERT EIEVATI0N5 FM AD1ACENi urcH BASINS. INHERE TFWT wFORMATKN1Is -�= ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF STATION EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND UPON AVA44BLE. SOME STORM IX N CROSSINGS ARE SHOWN AT ASSUMED DEPTHS. ALL OTT2R UTILITY - 162+60 AND EAST OF STATION 189+75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGER/ABAM ENGINEERS, INC. AS CROSSINGS IN THE PROFILE ARE SHOWN AT FSSUAIED DEPTHS. ACTUAL DEPTH OF THESE unlT`r — MANHOLES BETWEEN STATIONS 162+60 AND 189+75 ON SUNSET BOULEVARD AND BETWEEN STATIONS i DESCRIBED ABOVE. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE ! CROSSINGS NOT KNOWN AT THIS TIME. THE CONTRACTOR SHAM BE RESPONSIBLE FOR VERIFYING 174+00 AND 200+00 ON DWALL AVENUE. THE DRAWINGS RECEIVED FROM BERGER/ABAM INCLUDE THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY, EITHER LNE T� "T soF uram cRosswOs PRUR TO coNSTRLIcnoN RIGHT-OF-WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH ROTH HILL IS OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. — REFLECTING ON THESE DRAWINGS. AB/)✓[ _� . E�.n `, -1-(^ \ t -/.`` �\ v TL/j516970-0123 u i LLI TLJ5i6970-0122 0 TL//516970-0129 I , I g PROP. `fir POq t SSMH 8� _ U ` )NS" s�rg[T �y /- y _'� `,` SSMH 84A ASPHALT ICHAINLINK W/ � ` ` �1 I � I.I. yl •' /' \ _ , ' \ seR, _L4- _ _ O':,_ 4 �; ' i' BARBED WIRE 2 STORY\\ �9 �L II .Lv J 4l T \\ -___ ____________________________ I ` { x "AIL Ty v `� \'; BLDG. A y =1_ P _---__j____ , DUV,4LL AVE NEt# C: :y s rAr �:L//516970-OL 2 l �1�i o CRDSSWALK�_---"-- 'CTO- SSJ.iH BBA i. J-! - - ��_-•.�_ - y'- - -1 - ♦\��� II'� T sPu xr P l(�-I BRICK _ _ ,-_ .. ACC. �_ v n ,_., CRASS CL - 1� �. _ - .. - 1 LT-, —T� --_.�" Te� �, t , WI o I i -��: b _ ,' Y \� ❑ ti�� (APPROX LOG) >►EX.SSMH84 ---� -- !� - 1 \ ---- ___ _______ _______ _ _ _____ __ _____ __-,.,, �_____` ______ ________ _ {)S7AIR5 �'Srcv s.r t LANDSCAPING I5'L'0 SCSI - __ \!/ __ ___ �_ DRIVEWAY ❑ y+� (TYPICAL) SINGLE WHITE R.P.M. ' b �n �\\ �\ \ \\ \ \\ti.\\\ . \.; \\ __ __ DASHED WHITE LINE w/ R.P.M. ~ "_ \ -_ _ - —..— _ t C)- o- / ._ _. _ - J - _ � _` - tM _ \ -- I m—' - - . ABAND.3"AC W APPROX_ LOC I-� -- ,,''--�� \ - _._ _.\�� �EX \ _ _ _ / IEX SSMH 83F P 0 \`—\ \ - DOUBLE_WIi1.l1- R•P.M. DOUBLE YELLOW RP-M (APP OX LOG)' -- � _ __- _ 'tri40o 3i�etp0 i%�}00+ors �- - h / FrIC CL i[clOTt _�cPS A 8t00 \ y \ \\_- _ _ -_ - ___ __ irn I— ) t r o I�N-- �I I N it DOU�.P.IA. �r n• 1 M '.. -� r-sF,-.e,°\ /R/ .. .. i l •• 'i_- \. ;t�h ``r$\� _ lF--- _ - / - M-i+ (' 1..- J i/i-N v DASHED WHITE LINE W/R.R M. E!%. TELE ��- - E% "CAN._EX , J , ` ` \ f a ,' "NC;�__ Y/ of BUS STOP (APPROX. LOC .:'.: 9 - p i (APPROx LOC � �J ,ASS_--•.�.t ., (APPROX. LOC) t �■`�'�'�-- „ 1C�•y '� � , c^f ,:r \ \ P\ - = FT -- - - V\ -- -- n- - -_-_- _. ...- �� % _! - — — - ,tar .:_ , ❑ iSCe IY _ C - .. f ..., ;,\ \q C` 7 h 'I5 �. �� \ CONCRCTE WALK ` pt _ _ 4 - p p P \. ___ _ _ _ —p�r�w�--1___` CONCRE 4-1 ._ ,_�_- — - -- _ � _ _: - _/ _ -- .. —P P i—P TC WALK ____. __- _____ rvo my 1 —i— I - .— ` .l i \ YGn \\ (cH / PAP . L`ORIVEWAY r.�`7� -T Y,,h �M_ GRASS ,;:- '"- ✓' XMH 175 i � \ J� �` , ;.A _ .. ... —.`. , ` ".\ ._- - b�swci5 T 1 - — P .. ... ._ 6 ..___- - ........ �.`-. � ,r .Rt.. A- 4 2"x124' HI H 9� - - ��� \A / \ F l CURB \ bP.IU�GGAS VENTStP�`CROSSWALK / ASPHALT ,t C _ -; Y'F / `� STEEL � iLANDSCAPING ?s y �� ' (j s - .... EXTRI/DFD ,,TT � , CURBYNi�1 ' 3 t� 'y`OUAR� UNION 76 SIGN\\\`>-�/1`_�``r \�.J i ©O-`�_y_(tD•F i i .�.Q'i/. EX. CATVI (APPRO%. LOC ) / 9.2' HIGH \k n t STEEL POST / `-GONG. PAD Tr E , C) INO5 \ \cLo \ \\ PWGDL�M���nm� �� o L `. 'GONG PAD.,. '.n f(III" TI u51ROUn_nntt :. .: ... .. i.. ... .... _ 1 �. .. I ago— _. ..... I:... I. .... j :: i ..:. _:I:.. I: _.. I � ..... ..:: __.:�:..... i I :: :::: I: ::::.. :: :... I: :: .: .:::: i ! .: :::: .:.: I ...: Ex. :Svc.: :. :: i I::.-: I � :.::: i. :::: i ._ _ago .. .... i........ .. I _ : i. _ EX -FIBER - TIC PRox AP... i : : ! i .. _ .. _ : .: : I- .. : _ _ i _ _ - : _ ■! .. _ _ .. :. ! i _ _ — ! - — 415 ...:I. — ---- —_ -� - -—' ------ —._ LOCJ iac.)_...._: - -- -- -- -- ... - — - ---- -- ---- i:..... — .... -- ... ..j:........I. -- — i — --- 1 I : - '— I. _ --1 — i _ — 415 -- — _ -- -I-- . . _ - .. i410 _ (APPROx; LOC.)...... - ..E.X. PWR (APPROX: LOC:). I .:.... EN. I .. .. ! _ : .... :.. 12 WATER :%. .... .. _ i .. I : :. _ .._ _i i .. ,I _ .. ___ _ .. _ � _ _ __ I _ .. _ _ _ ... _�■ _ _ _ ■ : I ... I.. _ _ .. :. .. _ .. - ..I i : t _ .. 1 _ ..:) I _ ! .. .. _ E CATCH BASIN : (IE UNKNOWN).:_ _ .. _ .... ... -. .. _ i _ _ . - ..:�:.... _ I : : ..■ _ I - ... ■ : ■ j .. .. _ 4 10 j ... ... ... - .. .. . . I ---1 -- - -- -- 1 I' --_ - --- -- - - - -- - - --- - - ----- - - - - - --- -- I: - - - 1 ::.:: . ... ...I.. ._....... _ .. _ �:. .. ...... ... _ :I .... ..... 405 j ... _ .... .. . .. I . ..... aoo ... _ ..... ... _ _..j .. .....: .... ....Now I ... _ . :... ..... ...... ........ _ ... .. .....: ..... .. :. I:. ... ... ... ..I.. .... ...I.... ...... . .... j i ........ ... .. 122 LF. ... ....!.. _. _ ROP.15'PVC. . SL_.. . P ... _ . :...... l_..... :... EX8 '.PVC ■ ■ _... ..I.... SL-. ..;... - 0.0210 ... :.....�... ■ ■ ■ ■ ■j■■ .... _.... _ .. Ex.SIDE -SEN£R !STUB CAPPED 1=- i:.. .. ■7 .._ .... ....: .. j STUB-(CAPPED)I ■-■7-■1:�:■-■-■■-■■�-■■OJX)35 ...._. _ .... . .. ... .... I:.._ ... i. .. _.....I..._.SL. _... - 'x.sioe sev+ER- SiUB'(CAPPEO). .. _. i:...115 LF ........ .. _ . .:.._ _ EX.. B'PVC "■_S.� .: .._.. ..... ..... S .. ... _.... . ...... _.. .. ! ... ..... .._..-- ......_ ...... . ...... ! .. _ ...... _.._... ... I : .. _ .. .:... _. ■■■ ■■■■ ..... - ...... .I:. 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IN 4D4,80:SN 404196 _ '.._. _- ... ::'::_ .. lE�. - __- _ . i:::: .:: ... .. .... is ._- - - - !..: i:::... .. ... .. ... - -. _- ..... .::.. ....-.I:.... . ... ... .. _ .. ....... I :: ........ .... .. .. i:::... ::::: .. j .... i .. .. .. .._ ;. .. ..... �..__ :RIM X �-SSMH- -417. 71. IN VERT IN : 4C5.84 IN VERT IN.405.97:1E�.. INVERT IN .4Q5.83:(W)::: ... I .... ..... _..... _ 1 _ _ I .. ..._. .... .:) . ..:::. .I. 1395 _: _ _.. ::.: :.... .::- .:I.:. ::I PROP. SSMH 86A .:.:.:INV,ERT: � LHUT. a04.29. (5W):: ::::j ..... IN .;..... 404�79 (W): ... .... �.._ .. ... .. ..... ......_ ... .. !:.. ....i _ :;:. � _ INVERT NVERT OUT ....... 405:77 S) .... .. -395 _. .... .....__..; .... ....:.. .... .... .....:.:� ... ....... .... ... ........: _.... j.._...... . ..... :: RIM :406 _ ... ... .:I .::.....INVERT 60-::::. ......I:::.::::. .I .. __.... __..___ -RIM 410. C•0 .. ... ..I... : 1. IN 403.76 : ..;!_ INVER : OUT; 403.66:(SW). - ________ .-.:.. (NE): ._.....____ _ ..:::- �� ::: _.... _.___. ___....__._. :.: :.- _.'._.,. ___..___ _ _. .. .__.._...._ ...... _. ..INNERL _ _ _.. _.._--...._...._..____ OUT:a(�a_70.(S}.._ ..i-... ..... ..-�. -.. .. _. _ __. _ .. - ... ..__._....__ ..... _ .. .. :� ____.._.. _ ___._._ ___ _.___.. L.. -'-� - -... _... _.-. __�_ _--_. .--- ..... _. _____ - ..... ...... :._.. _ _ '..I.. I .. ______ _ ._... j _. .. - ..__ .. ..__... ......... _..... -INVERT IN .M100.03 (E.N).... .. _. _.. .. _.. ..... �::::':: : ... _: : ... ... ... _ .. ...... ...... ..... .. i. .. _... ..._... ..... I -. .:::.::.. ....: _:.. ... I .... ...... ..INVERT OUT 399:93 W ..... .. �•) ...._... .. ....: .....: .:,::: I..:: .... �.. I i_. .:::: ... I.... .. .. ..... ..... .... ..... i:.. ... .. ....... .. _.. ..... 390 ., .. .1390 — ...i..._ ....j.. .. _ - Roth Hill Engineering Partners, 2600116th LLC Avenue NEg100 20 SCALE 0 20 40 MIL '} CITY OE SUNSETINTERCEPTOR PHASE 3 a o/1o/2GG» BPW/KRG R o t h H i l Bellevue, l Tel425,869.9448 Washington 98004 ---�� ( FEET) M .. DATUM RENT 0 N BPW .w o up I 1 INCH = 20 FT Plannin B 9/uildin P9/ublic De Works P`. SEWER PLAN AND PROFILE REVISION BY DATE A°°"n� L Fax 425.869.1190 NO APPR Kcv+m+n_ DUVALL AVE NE :X SSMH 83 L I n �1VUU1V�`�i I - S I Ini 7L /j345000-0010 �I O �i 5 ; Sf ec z.- I CHAINLINK J., r 2' CHAINLINK II III i � I i .I9 I m i YJE fi � I jlj,',p TL#516970 0137 m` J I-N rc � A .I L .A .161AP r� DUVALL AVE NE a 1� _EX.SSAM1H 82 BORING"' i LOCATION i T A1tM POSSIBLE UTILITY 182+00 LOCATION OUBLE YELLOW RO% C� —P TELE (A PLO1 — (APRO% LO�C)y. 1 P P - F P --P P r _ ' Ar _ __ 3TAu E%CAiyR_COC T'�. ��� _f_' __ _ ------------- --T— r`�- J> i0g' N ASPHAL 7IP 408.21 N EX H 89 RIM 41.21 ❑u W E 408.22 NE E%. CAiV ` I P IE-408.1E l9— (APPROX. LOG) I]0' E OF X. SSMH 8tv / I I SW 3-23-5 �ilv�nvv�v�v� �l - �— I TL#516970-0142 W Y yam\ 3 Tl �I E%. POWER OCAPON W •p U (APPROX. LOG.) W/ CASING E;J ;� eP 4' CHAINLINK' ' _ _ 4 HAINLINK p— _P �_ —P LAP— P� _______Jp I ' N �Tr Z _ rn 183+00 DASHED YELLOW LINE W/ R.P.M. 1 i800 4 J 1t iN 1---c-, DOUBLE WIFE F.F.MT _ IT DRIVEWAY __—T—I —1— i (APPRO% LUG) ACDD _ T T !,LS-J P �L tY `, s FOP e, P �^�2'0 i^b _p RR ASPHAj.T I `\ -l=24 WOOOk-�rA N.+' D �xx 't xd_m..� s yy � P 3^ I GA TE POST AND I NO PARKING SIGN ' `i �i co 1 IEX MH 203 3' W000 JhS I kIMz420.61 ! Enron '�� F=411.75 E iI r t 1�-i11.i9 W 4 I THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL ENGINEERING IBASED UPON A PROTECT DATUM WHOSE COOROIMTES WERE RtOVIDED BY SERGERIABaM ENGINEERS WC. AND A TOPOGRAPHC SURVEY PERFORMED BY BERGFRIABAM 162 ENGINEERS, EAS OR ITS CONSULTANT ROTH HILLW SURVEY LIMOS ARE GENERALLY WEST OF STATION R8N ARDEASTOFSTATION RBlU ON SUNSET BOULEVARD.BUTINCLUDETHESANITPENSEWER MANHOLES BETWEEN STATIONS 1E2� AND 18B•TB ON SUNSET BOULEVARD AND BETWEEN STATgNS RD2 OVENUE.RCNDFTGRlU RIGHTFWAY.DPROPERWWDIESFORHENRPROECTLIMaS,WCHRONL S REFLECTING ON THERE DRAWINGS. UTRRDB WFOUMTION SHOWTJ IDENTIFIABLE BASED UPON RECORDS F THO EO FROM Tiff TIMATES ME PROVIDERS, FIELD LOCATINGOF]UTIESWHEPORTIONSOFTHOSESNOTIE5,E IME,AN U THE LOCATIONS OF THE UTLLRIESWHEREVEY LOCATING WASNOTPOSSIBLE,ANDUPON LOCATIONS PROVIDED W THE iOPOGRAPMC SURVEY RUES FROM BEMEWABAAI ENGINEERS. WC. AS OESCROULD VE.INGENERAL. LITERALANDSERVICE LOCAIIESWARENOT ROADN. EXCEPT WHERE —COULD EE IDENTIFIED. THERE MAYBE THESE DRAWINGS. INGS. S WITHIN THE ROADWAY, EITHER LIVE OR ABANDONED, THAT PRE NOT SHOWN ON THERE DRAWINGS. THE DEPTHS OF STORM PIPE CROSSINGS SHOWN IN THE PROFILE ARE CALCULATED BASED UPON FIELD SURVEY OF INVERT ELEVATIONS FOR ADJACENT CATCH B/SINS, WHERE THAT INFOU.NTION IS AVAILABLE. SOME STORM DAWN CROSSINGS ARE SHOAM AT ASSUMED DEPTHS. ALL OTHER UTRUTY CROSSNGS W THE PROFLE ARE HOWN SAT ASSUMED DEPTHS, ACTUAL. OFPTH OF THESE U71UTY CROSSINGS 6 NOT MOWN AT THIS TIME. THE CONTACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ELEVATIONS OF UTILITY CROSSINGS PRIOR TO CONSTRUCTION SW 3-23-5 4 —. - .... ---- ..... _........ ..... ... ...... ......... THESE DRAWINGS WE RE PREPARED FROM BOTH A TOPOGRPPHIC SURVEY CIXI CTED BY ROTH HILL ENGINEERING (BASED UPON A PROJECT DAUM WHOSE COORDINATES WERE PROVIDED BY BERGEWMAM ENGINEERS, INC) AND A TOPIX-IUPHJC SURVEY %RFORAL:D BY BERGEWABAAI FNGWEEAS,INC OR RS CONSULTAM. ROTI/HILLSSUYVEYLJABTSAREGENERALLYWESTOFSTATION 162. AND EAST OF STATION IRH75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER MANHOLES BETWEEN STATIONS 162-M AND M-75 ON SUNSET BOULEVARD AND BETWEEN STATIONS 1 TNDB AND 200.00 M OWALLAVENUE. THE DRAWINGS RECEIVED FROM BERGEPJABAM WCLUDE RIGHT-OF-WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS. WHICH ROTH HILL M REFLECTING ON THESE DRAWINGS. ...... .. ........... .. ............ ................ ..............._ ___... UTILITIES INFORMATION SHOWN M BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTLRY MOVDERS, FIELD LOCATING OF DEN IFIMI E PORTIONS OF THOSE UTIURES, ESTIMATES OF THE EXPECTED LOCATIONS OF THE UTILITIES WHERE REM LOCATING WAS NOT POSSIBLE. AND UPON LOCATIONS PROVIDED W THE TOPOGMPHD SURVEY FILES FROM BERGERIABAM ENGINEERS, INC. AS DESCRIBED ABOVE. W GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE THEY COULD BE IDENTIFIED. THERE MAY SE ADDITIONAL UOLITIES WITHIN THE ROADWAY, EITHER LIVE OR ABANDONED. THAT ME NOT SHOWN ON THESE DRAWINGS -- I 1 I STORY �V 1 TL#516970-0152 WOOD RE ]]yTL# TL/J516970-0140 STORY �y HOUSE T CHAINLINK DUVALL AVE NE' C;....... ;a �vuvv�L� He EAVE J1 aP 4� I 1�' HOOD .. / rG_ �x P NK T +`a �. pgyp i Lu —�' ---------�— No— � � SSMH __ .. — SINGLE WHITE R.P.M. _ MAILBOX _ _ Ill F I COVER I `'' 484+00 185+00 (APPROX. LOG.) 18�+(T(1 , —e G rl , DfiIFG o _ g ,- i j M DASHED )ELLO)t' LIA,E W/ R.PM. .'yb I W a SINGLE WHITE RP. M. C m -:G,r T—r :. - I❑ __ ___ - EX. POWER I�--- �• CONCRETE`Q / - l (APPROLOC.) -i---.,___ --_ DRIVEWAY r-EX. CATV _ 'I •N :;;f _ v 4 I\. +w _ V STOP BAR-'}d(`%I (APPRO% LOG) r 9Llr w mil: —P r�P _ W000 x 35 WOODco 1 II 15 A 4f Ir� _ � EX.MH 203 vI, = kIM ✓=420.61 I IJ9 E {� I�=Ni.19 W !I 4 J___ CONCRETE GRAVEL DRIVEWAY i oc12 v 6' WOOD ...... THE DEPTHS OF STORM NPE CROSSINGS SHOWN W THE PROFILE ARE CALCUIATED BASED UPON FEED SURVEYOFINVERTELEVATIONS FORADJACENTCATCH BASINS, WHERE THAT INFORMATION IS AVAIIABIE. SOME STORM DRAW CROSSINGS ARE SHOWN AT ASSUMED DEPTHS. ALL OTHER UTILITY CROSSINGS IN THE PROFILE ARE SHOWN AT ASSUMED DEPTHS. ACTUAL DEPTH OF THESE UTILITY CROSSINGS IS NOT DlOATJ AT THIS TIME, THE CONDUCTOR SHALL BE RESPONSIBLE FOR VEMFYING THE ELEVATIONS OF UTILITY CROSSINGS PRIOR TO CONSTRUCTION ' STORM MANHOLE , GE=423.31 I I BUT VAULT=415.761 I II TL#522650-0440 i CONCRE LE -- W000 DECK CONCRETE PATIO -- j TENNIS �� 5-[ _ J o COURT ',) ----- -. LPATIO TLg522650-0250 ITLi/ 2 0-026LANBSCAPEBORDERj Q Esc wao0 I �4' CHAIN LINK x I x x x µ t 6=« DRIVEWAY _ ___ _____-__ =,r— TELE BORING APPROX. LOG) ' I s- LOCATION X187+00 F — 5 4 3 I ,I EX MH-- IE 409-66 E 4Gy.3t3 W r I scP 5. r -`- IsT cN IQ r TA I EX.MH 199 I m mi RIM=424.80 IE:. 341.93 E V I � 4 CEDARS � 5'GIA 'Eat .7a w I �< 'co 152 GRIP LINE": IQ <--5t _- - - __ ri _ - _1__ __ EX.SSMH 80 � w I -..I m n - m _. - -- - CA 188+09 89+00 g 4 m j I r a 1, ffm m i . R' WOM 4 -L 5 PLANTER q`� - -- -- -F yx 4CEDARS CEDARS 6 2.5' 'MDE � --- BRICK BORDE rLg516970-0020 al �/ AILS r SW 3-23-5 a THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL ENGINEERNG (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY SERGERIABAM ENGINEERS INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGERIABAM ENGINEERS, INC O ITS CONSULTANT. ROTH HELLS SURVEY LIA80 ARE INCLUDE MESA WEST OF STATION 1GNHANDEASTE STATIONSIU- ONSUNSETBWLEVPROBUTINCLUDERIESANITARYSEWER MANHOLESBETWEENSTATIONS ENUE.AHID 18B•]S ON SUNSET BOIAEVARD AND BETWEEN STATIONS 1 )d•IIAND �IID•00 aH DWALL AVENUE THE DRAWING$ RELENEp FROM BERGEWABAM INCLtDE RIGHT -OF WAY AND PROPERTY BODNOARIES FOR THE ENDRE PRGIECT LIMBS. WHICH RDTH HILL IS REFLECTING ON THESE DRAWINGS. UTILITIES INFORMATION SHOVM IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE URITY PROVIDERS FIELD LOCATING OF IDEIrtIFABLE PORTIONS OF HOSE UTIMOES. ESTIMATES OF THE EXPECTED lOC/.TIONS OF ME UTIlRIES WHERE FIELD LOCATING WAS NOT POSSIBLE. AND UPON LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGERIABAM ENGINEERS, INC. AS DESCRIBED ABOVE. IN GENERAL. LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY, EITHER LIVE OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. .......... .............. .. ................ .. _....... ......... _...... .............. - .. ......... THE DEPTHS OF STORM PPE CROSSINGS SHOWN N THE PROFILE ARE CALCULATED BASED UPON FIELD SURVEYLESVERTELEVATIONSCRADIICENT CATCHBYAT WHERETHATI,F LOT 6 AVAILABLE. SOME STORM DRAIN CROSSINGS ARE SMOVM AT ASSUMED DEPTHS. AIL OTHER UTY CROSSINGS N THE PROFLLE ARE SHOWN AT ASSUMED DEPMS. ACTUAL DEPTH OF THESE UTILRY CROSSINGS IS NOT KNOWN AT THIS TBE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ELEVATIONS OF UTILITY CROSSINGS PRIOR TO CONSTRUCTION I 'E MHt158 '% 18 r. rL/ji0M1130-Oi20 TL#104130-77 7 c :e rn v `� i IM 422 o TL 522650-0270-0260 0 r' ll i - SILL 7E > II in E ati 4 5 p: �\\\\\\\\\\\\\\\\\\\\S\\\\\ ai3_-.k` - :7 r._ �ORh /EL �l --. �:A" r all c_? .. .._. .......TL(�104i30-Oi30....... .... ......_._. !-P c 1 It M13 wl\\\\\\\� 1 PA rlO� Ili dJUl\U� -_ V. i l / WAY'. e = E tab 6' WOOD 'I _. _. .._... _... _.._._. _............... f��" b ' > L_-� -..�/ TLi/5lsolo 0161\i Lv--:_ _ W iV ''I CONCRETE 9T�_ e - - iz'P I xe 1 i ,G Z I ORI VE WAY --.re Pui 1 I S'Yr I ( r! r ' `6• CHAINLINK GATE I � sP ? s ,-' s "'ia ., ea cc ------------------------------------ -- -------------- Ip'---LANDSCAPEI DUVALL AVE NE ==I 1 y STq�P BAR 1 i .. ... ...... ... .._ # __ _ ___ ___ _ ___ ___ ___ ___ ___ _ --------------- -__ ___ I Wli,: 1 ASPHALT - 1 CONCRETE WALK 1 _ _ _ - __ __ __ _ _ ___ - __ ___ _ ___ ___ =5�'i- .-.. D _. __-. WOOD -__ - - _ ,- _ __ F___ __ !��T 1 __ 36 1 .__-- - ✓ - -- 1 r.� 0 :o-----'- -- -- --- - -_-�------------------ W ter- -- 4 _ _ _ F>C.SSMH 80 __. .._ �-i -- -- -•�_ --,-- -�.I ----- ---- .�_j --- ---- ---- ------------------r ••�- otzir -- ---------�.- --- r �Q-- ------ EXSSMH ' +- X.SSMH Ex. GAS (APPROX. LOG) r \� E 79 i 1 F�(. MH 73 I LOCATION G G G O C_ (: L-- G: G—SI t7E-R: P,[I—G:_—G_ G— G— _ AB ........ _ y -_. ._.._.... ALfA, NE. 2• HAC W _...--_......_.. p_... ___ - ,Y-. ^_. EX. GAS_(.1P�Ft0Y;-L -)_ .__ - _ •t-- - _ -, - - -„ _ ., -- - " -G-- -. _._ ,I G. _G. . _-T - - _ 8.— ..- _. - —e ,,c o-e w` __._ wF_ 4• _ - - -.,-G __ _ _ _ N-�G _ o (APPRISE LOG) : � ••-- - -dam-- ��F`_ ���� -- � -�� �_�� A8'AND. 2 AC W(AF'PRO�C� (APPItO DOUBLE YELLOW R.P. M__-- -_ _--DOUBLE WHITE R.P.M. 71 s T DOUBLE YELLOW R.P.M. 1 D _ DOUBLE YELLOW R.P.M. 189+p0 /� i,90+ lEx. TALE l91 -...0 -_ --_-- -_ ,�,�FyyEAII - ,4 „ ,.. ,;, ,- t9'2+OQ ,1 193+q0 'i 194+00 1 0 Lu ; 1 G l (APPROX. LOG.) '.IL.... �t t g ---- v --4 -- - ----- - 4 4 DOUBLE WHITE R.P- .M. ( DOUBLE YELLOW RP.M. _-- - - --- ' -- P I-JA i W :7 I ! 1 !.', t DWBL iR. P. M, REX S3 MH5 88 g ��2.._IE- 412.D6_�/ re t �L dP {1-- m_A.-- - W - -•F-- .>..... ... .... �..._._-.._...1 ..:,y.._. _- .._W__.__ __-a ... __ .- _. - ._.__t• - - p - s0--1.t, __ -_ �. _.-_._ - - - - __-__.__ ,.._ .. EE=a12.3fi SE „1 .- wlll TE_LA_ I SINGLE WHITE RPM. - _ ---- - - "- SINGLE WHITE R.P.M.B42. IE=a12.24 N 'h v� .... I I •I - l _- .' " EX. TELX - ..i r T _r r-r-l-rii r—L 4r -�+T ..:.r—fir r—v✓_ h --jj iii - —? _"2` T r-r--r—r-- 1 _ _ ..... T.....__ ', - s: ':�.__. s:---. 1 L:/b- .. - 9<--': 'I.� amp -. : s _ - __ - CONCRETE WALK - r�.iBRA. e• .'.'.L' CONCRETE WALK uVsr rlmR CONCRETE WALK_______________ �i NLC ____ FrGR r' A _ __r_• - _ kLE ICY =__ 5 f r SrREErS / `z5r ___ _ - _ CEDARS -- — - 1 - - - _ O xfi•J'O0.0 x — x - 1't ,^ ,<' .oth B �p iRFEr T� Al¢LT—r- ---- -� __=- f/ �- T— f t~1- _ _ •zl•:rrr'r 'a^ t - '' POWE rr„v DRIVEWAY - _ _ . - �1 a x 1., '„ T ,7.. �. �� :.# I .'3"smEEr OODr _ " ONOUITR 5 6' WOOD r I o T '?'°}c�r:.kTa`n'. rR F d,8 HIGH x p CONCRc TE BLOCK (, 'q` F — — - ' - ai BRICK WALL RETAINING WALL~ II �� x EX.SSMH 2Y2 xr I l y't t I i e t ! r F? ii? Y(y� ` xx I ROW OF 12 ORNAMOENTALD '• '--a_''T'' `� _ J •r a =4 ROW OF 21 ORNAMENTAL CEDARS _ ' rd r \ y 1 r ! - 1 .. r I CEDARS 2 TO 4 HAM RIP_ LI I ; IE=a1IE 4RIM 230 N 18" DRIP LINE 4' CHAINLINK 1 r T '•lr - 6' 4'/0 •` r CONCRETE "-rd'r I r� PLANTER.-- -�� IE=41 a.59 SEr 4 x : POST + - f 'N CONCRETE p i - _ 9RJ.CK \ ... .Y _ , z ' r'a'U --v- 15. 9' �- I I �T RIM a' -d h ' \fin PRIVAA` RM SS MH913 --- ilI - .� c�. r ' 4 1 00 - i n� �ONE STIR"`\ I I ASPH T 0 412.42 NW �• a Y 9 I - - -EA T_ ^ III .J. / \ \ CONCRETE _ _ HOUSE IE=412.50 5 Le'r ORPHAN/AY \ DRIVEWAY �R n l yr x �o I I I , r- �.T� p s E t. TL �'109131-0070 15.9' .I ) �` s'S rrcA I, 6 W000 HOUSE NO 7018 NW 3-23-5 — —_ . _ . ...._.... _....... THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTC HILL ENGINEERING (BASED UPON A PROJECT DATUM W1105E COORDINATES WERE FRONDED BY ......._..__............__._......... ......._..._............_.__........_.._...._............ .__....._..... ........__ _ . � UTILITIES INFORNAiION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTIfTI' PROVIDERS, FEUD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UNTIES, ESTIMATES OF THE _..._... _... _.__- .._..... ....._______- _-__-_...... _....._.___._ THE DEPTHS 6 STORM PIPE CROSSINGS SHOWN W THE PROFILE ARE CALCULATED BASED UPON FIELD _ BERGER/ABMA ENGINEERS, WC.) AND A TOPOGRAPHIC SURVEY PERFORMED BI BERGER/ABAV EXPECTED LOCATIONS OF THE UTLITES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND UPON SURVEY OF INVERT ELEVATIONS FOR PWM CATCH INS, MERE MAT INFORMATION IS -- — ENGINEERS, INC OR ITS CONSULTANT. ROM HILLS SURVEY' URVEMIM ARE GEWR%LLY MST OF STATION 162.60 AND EAST OF STATION 1B 75 ON SUNSET BOULEVARD, BUT INCLUDE T4 SANITARY SEWER NANHIOIES BEIWEEtI STATONS 18ZNWMD tB9.I50N SUNSET BOULEVARDMO BETWEEN $TATWNS 174+W AND N ON DUVALL AVENUE THE DMWNGS RECEIVED FROM BERCERIABAN INCLUDE RIGHT -OF WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH ROM HILL IS REFLECTING ON THESE DRAWINGS, ;LOCATIONS PROVIDED IN TIE TOPOGRAPHIC SURVEY FILES FROM BERGEPNBAM ENGINEEAS, INC. AS DESCRIBED ABOVE. VJ GENERAL. LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE :THEY COULD BE IDENTIFlED. lIDRIONAL UTILITIES WITHIN TROADWAYEI FE , i/ER LINE THERE MAY BE A OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. AVAILABLE. SOME STORM DRMN CROSSINGS ME SHOWN AT ASSUMED DEPTHS. ALL OTHER UTILITY : CROSSINGS W TIE PROFILE ARE SHOWN AT ASSUMED DEPTHS. ACTUAL DEPTH OF THESE lJTIfTY CROSSINGS IS NOT KNOWN AT THIS TINE. THE CONTRACTOR SMALL BE RESPONSIBLE FOR VERIFYING ME ELEVATIONS OF UTILITY CROSSINGS PRIOR TO CONSTRUCTION EX.MH 75 1 RIM=429 52 r W TL#221600-0190 TL 032305-9266 w - I' -'I '~ ; IE�AII.12 ) _IE=422-20 '+�;''I IE-421.42 IE=42208 NE � IE=422.26 SE2205 DUvaLHOUSE`_t QI RIM=4289 EI.SSMH (AVE NE.NO w(O co .^1 wp00FEi- waLL�t [46J1N \\Vta Y UJ104130-0130 \ U1� .7a-c TL1t248TLNXXXXXX-XXXXJ5� H-,. LL]y a % � ASPHALT -DRIVEWAY__ KEYSTONE ROPE-5-8' R T WALL_ E o— �PT T l Wt700/::10Y _��.- - - - - - - - -I JD..1ED I V �� AVE NE YW000i'\ G t,,ED MHqBORO �: `- 9"C Eft ____ 6(y'OODi —J KEYSTOVED� _ RET WAL _ L - - iA-c I 'C� -LANDSCAP '` / / / _ 1377., - 4-- 1. L Ir.F6--B�K OC) I- 1 > "5 rov"A �Y q 1� ---- s ICC 4 -,' .+7I ,., BC4il �Dv -_-M i N J c t 3 / X.SSMH 215 - UJI�' --7lAE 1oC __PROPMH7 M EX SIGNAL'EX.SSMH i //+!rn -,. SSMH 72._X-WALK 73 EX. GAS (APPRO%. LOG.) 1 J Grp(�..__-�„ G- -%s—s_ _ _ a.... _._ - _ _ ©AN ONE�.�M)H y- I PPP.OX _ � -Y - 1 __ _ABA p. }" AC W W —__--_� -` ( ry ) APCROx. LOC --C - - -T c - -'4 --_ --n `,`r -.L-- W FOG LINE-_$ _____,J „K ® �- DOUBLE YELLOW R.P.M.A.:;I+ ! E%. CATV—� -- `I •t•-I� SINGLE WHI7E R.P.M. g 19S+OO ITV 1 CAPPRO%. LOC) 196+00 i97+OO - - 1 E%. 7ELE J ABgNDONED S _ (APPRO%. LOG) �(APPIP A-J _ _l.� -+ 0 _� --1s$+.00__-_- 1 X. LOG) = PROFILE .q J =- - _,----------L iy. »- _ ,II y-- — _ — --- ` I I „•SE at EX.SSMH 805 SHT IB - �.- E.h DOUBLE YELLOW RPM 1I L.. //ED CA .... .1SEE z ... ry WHITE LANE LIN J - tZ RIM=A25.80 CI_EANOUT I ! .. ... ._. _IE-42576.CAPPED r\, EXDIAAA. CLOUT 1 - 2� ._ \ ' 2 1 Y J -------- --�--- ----� ----- ------------ ^a E .SSMH 283 —.--RLr T— CONCRETE WALK T CONiRE (E I Ail' _ STEEL POST FOG -. .. ... ` ----- - I _ ---- M1 ____ }.I�".�.� - _ -_ p.- _— /;' T J--T T'% WALK _ - �/ _ ____ - FOG LINE�— LINE SPEED BL�1P/ N WA TER B.NNE f, - ,r� / -., , L� - - - _ �- _..'1 �..,-.-6 �+.-.-�:.. IF y�/ V- DRIVEWAY "- _ . - _ - mot; -'tea• --7�� s'r-=?�=T� =i-- _ _ ---` ...+ ...... A JVl ! %. CLEANOUi -'- ., Y-,,L 4?'� .SSMH 214 ASPIJL7. +l,h;_ .:J':�" APPROX. LOG. i % a ��_ CROSSWALK A may.' -� 9 6 �P'r ❑r `iIV A _ _ _ vs EX. TELL RIM=423.88 gg r - - - i / 5' WOOD 4' WOOD _ _ EX. CAT Lip CATV C� - ' -u / U"71.E F (APPROX. LOG) IE 415.77 SE x - - P i APPROX. LOC ❑rR _ �( �)� s 1< EX.SSMH 121 �15r > ROW OF 12 ORNAMEN iFL al`D cep RIM 472 56 X-WALK SIGNAL _i `.CEDARS 2 70 4 OIAM DRIP LINE rUi '• 1 IE 3 4 E / C Arm- >, w D t%. (APR LOG)`• �� - GaP - 1 `T / ')i A c V'�- TLy032305 9240 - IE a15.66 NE % rC --fit 41536 v HraE / c .,tf _ '"' •J /5 1 4' YA70D 6�WDOD 1 L/0 2305-9083 w L(032305-9299 CONCRE lE 1 _ 14 1 Lx rTELETL'032305# 1 4p.... WOOD ICDi - - ---- —, �22 CONS. WALK i.. ie �`/Y.tt _`�•.l -. .. AcI ,,[ INS r�-i''i I .: �f fx:/+Vto-5 5 BRICK PLANTER ��R �\Z� .., ,..- ... ��.. I '. �Y I : I �� BLDG.NO 4700 \ :. 7...:. ...__. .... ... ... ..... . .... .. ..��. --.. ..�-.. .. .... ..I - .. .... .. ... - ...... ..... - - -. ___ —_. i.-.:- ::... :: ... 430 . .. -.. I .. ....... .. ..... .... .. .. . .. Ex WTR SVC: .. - ....: .... j : I : : :.. - ... :... _.. .... j :: j : (:. 430 .. . - .. .. .... ..... -... : -:. .: - - - - - - ..-- EX. GAOV. - APPR OX LOG.. - .. - I - E%. GAS APPRO%:LOCI. .... .. 7 4 P ....IE-'APPRox "EX. GAS.. - OX OC R l I ..EX: 19 -SD.- .. I- .. (.-- I:.... is i. i. ... I .....:. ...... ...... 425 ...... -: ..... -- I.. _ .... .. ....--- ... .. .. .... ....... ...... .... j... .... ...... --..... ....... 425 :-- ■' 7F7] - 420 _ 'I ■-I: ;: j: I .. .....� ( .. ■: i... .. .. �:.. �I: I.. ■:.-.- 420 ■. - - - .. t --� - - - -- .. j .. -- - - .. .... ... - - - - --i- a -- - - - - - - - ■ :: :.:I : .: j 'I 415 ■ I I —. I I I I — — — ■ is 1 I:.. ■ _— — I ■: 415 - ..... ..-. ..-. ... :.-.. ■. ..:....j.__ �::::.::::... i ■ EX.8 PVCj ■ ■ ■ ■ ■ ...__ ....._.. ...... ...-... :... --............ ..... .......I _ ....... - —. .. ( 94 CF.EX: PVC:. ......... I -_ ----- ..--.: �......... ___..._. 1_ __- -- .....- .....- -.....I....._ : ___._. ___ .....-- :.......:f ... .....__. .. .--::....... :.. ...., .. ... :I ....- 1 ....-..___.. -..... - .:.. — ..._.___----� 198 LF .:■ .-.. --..___.__ EX. B'PVC I mmummu■ ....::.... i:.. L.:'----.... _. :. .-I... ■ ■m:M + --...... 109 LF ■ ■ ■ ■ ■ _. - ----- I . .. ■ ■ ■ ■ ■.■ - --..... i....... - ■ ■ ■ ..... .... ._EX: 8.. ■ ■ ■ ■ ■I■■ :::: i .. C. _......_. ■ ■ ■ ...... ... i ... ------_ ■ ■ ■ .. .... i..... ■ ■■-■ ■ ■ ■ .. .... .. - ■ ■ ■ ■ ■ -.....- .. - ■■■:■SOME■ ■ ■ ■ ■ ■ ■ ■ .-... ...---. _ ..SL=0+0036'...-- -.. - .-.. 410 - _.•__..__ - . 4,10 I _.....__ j " _- _... ...__.._ __.. . - I 1 ........ _ .. .. - . ._..... .. ......._. . EX: 510 SEWER .. ..- ..SSMH: . ._......_ I: 41 . ... I ..... .. 405 :::: .. .. ... ... ::: .. ..... ...... ..I..... :I ...I:......-. �. ..... �,. .... X SSMH :7S.. : I .I _. -.. .. .. .. I.PROP. SS>ViH .73A ...I... ..-.. ,,. .... -.... .... ..... ..: -...... ....... j.-.. .. .. �........ .. :: -. .. - .... ... :::::. ... ..... :..... ... ::: .. .. :..... ...I:....... ::: - .. .. .I_ ... EX: SSMH _ .RIM :425L22....... .. .. 74 -. .. - : -... : .::: is .. -EX j -RIM .INVERTIN413.56. 215- 4T IN 41 .... - ..i (N)-... .. ... ..... ...' -.. .. ... -- .I ... ... - (-- - -. EX-SSM'.72... RIM: .INVERT -IN 414.22.(N ))..::.. :I?1.414.12: W) -... -.. CHANNEL i ....... - ...-. .. 405 .. - -.... .. ..... .. ... - - . RIM 426.53 INVERT. IN :411:�6 . N)::::. .... S a . m 6 .. RIM 426.53 :.... :..I........ ::::: .:: INVERT IN 412:26 (N,E) 4 I:.. ...-.. .. ..::.I:.:.:: - :: .:::: :. .::::.. �..:-.-.:.':.. - _ .:..1.. ..::: .INVERT- _.INth:R i_IN INVER T IN '413:10 N Al415 (?9 IN 419:12 W _.-..�CHAN DROP .. I....... .. -- ... ._I.� .... ... I --1NY�RT :.IIVV``RT:OOT:413 llV-blj.5,`5 _ (E�}-�--- 54. S ;:.:.:..:. ( ) .. :... ---- :: .: -- ::::... ..:INVERT �-_iNYJEfti-lN-49-7r-70-(W .. NV is -. 4 I ER OUT 14.12 (5) DROP- .... .... ....... j ...-... .: .... . . . --- -....-. :.. ...... . .... ...... .: -.. ... ..INVERT IN 412. 119 \E).....I ... ..:. ....... :::: INVERT. OUT. 411.97 .(S) :::::: j INVERT: IN 1412.:16: S .. ...... is ( )—i - - ::::... :: ......-.. - .....-. _ .-. :::: -...... ..-......I......... .... -.::... ...... ..I ..._ ..... ..- .---. : ..-... --... ..... ... ..... .. ..... ::. .. .. .. ..... .. ... ... : V T. ..IN ER . i ..... OUT: 412895):..... ..... ..-. I..... - .:j.-... .... .. .. ..I... ... .... ..I:. .. - .. r ....... ..-.... .. -... ..... .. .. ... :1- ..... ..... - ..... .. ... .... .... i... :I:. .... .. - .... ... ..- ....... .,..-. ..... .....-. ...I ..: .... ..... :::._. :::.. .... :..I: _. .... .... ...: .:::..: ..... ......j....... --- - - ..j': ... �__.. I - - 1 - _ - - _I_ 1 -- - .::: . �:.:: ::: .: .:I:: ....... ... 400 Roth Hill Engineering Partners, LLC �1/27/2005 26001161h Avenue NE#100 SCALE zo a zo 4o "L'L 1"=zo' `"" """"' .'� �© CITY OF SUNSETINTERCEPTOR PHASE 3 —"BPW/HRG • Betlevue, WaslTington 98004 I.—� °@aPW � 1� RENT 0 N Cot R o t h H i l l Tel -�- (FEET) DATUM Picnning/Building/Public Works Dept. SEWER PLAN AND PROFILE REVISION BY DATE V Fax 425.869.1190 1 INCH = 20 FT N0. APPR v ,tea, DUVALL AVE NE »� oan 17 -18 NW 3-23-5 3�m E - SSMH 72 — LOC) _- =r %. CIEANOU7 APPROX LOC 6 W000 1299 �� Lo 3 02 w a ., 7- EX.MH 72A 200t06 AABANDONED tt M- VA 28 IE=Ar7.3A S IE=417.3R SW .. CAHN N= NO INVERT I � i A C` y °o �iitii� `? STORE/ \� OSE HOUSE �, °fie P� N . ......uj ��vvv v z 3 8 HIGH I II _p„ICHIMNEY DUVALL AVE NE A 6' WOOD s"0..+ :F 4N= 122 In � h f � e� e-oAR w000 2 _ Y —� u�.. I .. ABANO. c°R_w ­ --16 LINE BORING Y POSSIBLE LOCATION I _ATin Ex. GAS 7f 420 TL#807900- 7777 a" iS." w GRAVEL DRIVEWAY o + �P RPATIO M. CANOPY �.1 � 7Lb032305-9089 v I` I II Asa.H --LT PROPISSC0728 ! DRlli((-{EWAY LE%. GAS n y.r,.•N •-a c� (APPROX. LOC) I II:i/ 203+00 EX. TELE LOC LINE (APPROX. LOC) i sIzz S TRCET 4GN — - , t — Ex. TELE S^{M "c (APPROX. LOC) TL#03233059246 ­T T TL#032305-9245 ourF 'r �e n"sw i )V. _.. _ _.............. ........... __........... ......... _._ __._..._ ._......... THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGERIABAM ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF STATION 162+60 AND EAST OF STATION 169+75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER MANHOLES BETWEEN STATIONS 162+60 AND 189+75 ON SUNSET BOULEVARD AND BETWEEN STATIONS 174+M AND 200+00 ON DUVALL AVENUE. THE DRAWINGS RECEIVED FROM BERGER/ABAM INCLUDE RIGHT-OF-WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH ROTH HILL IS REFLECTING ON THESE DRAWINGS. UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTILITY PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES OF THE EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND UPON LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGERIABAM ENGINEERS, INC. AS DESCRIBED ABOVE. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY, EITHER LIVE OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. THE DEPTHS OF STORM PIPE CROSSPIGS SHOWN IN THE MOFYE ME CALCULATED BASED UPON FIELD SURVEY OF INVERT ELEVATIONS FOR ADJACEM CATCH BASINS, WHERE THAT INFORMATION IS AVASABIE. SOME STORM DRAIN CROSSINGS ARE SHOWN AT ASStAffD DEPTHS ALL OTHER UTM1IrY CROSSINGS IN E PROFILE ARE SHOWN AT AT ASSUDEPTHS MED . ACTUME THESE AL OF ESE UTILITY CROSSINGS IS TH NOT NNDWTi AT THB TYRE. THE CONTRACTORS M RESPONSIBLE FM WRFYING THE ELEVATIONS OF nIL CROSSINGS PRIOR TO CDNSTRUCTION d O O 00 Q 0 0 z O J EL. -917 i 7 INDUCTION LOOPS I C (6'X6') TYPICAL II I n 11 �I I 11 C DUCTION 1 II 111 ING L OPS 1 I n II FTC LIGHT ,, -r+ 6DIA (TYP) TRAP % II I II Z ND HDLE I II A D A�I c� \ 1 I 11 9</- 1 1 I II DADA I I u TL#032305-9263 EX.CB RT RIM=390.10 IE=386.70 12' E H2O ELEV=386 20 AC ° II �1 �FIC FIBER \ TL#722960-0000 Cams U GO `mod**y "j ' . i r � 0 � E%.SSgS 44 � 0��/ RIM= I IE=3g 7 4-7�OLE� 11� �y � I III �R `` \ q h I I`SHA LOW i ' ^cV I ,1 CK I FIBER TL#032305-9264 ; I A I ER 9011 P051 .SSMH 229 - , 1 ��i �\ AD I I 1B TL#032305— Ex.cB R1GK — _ I' 1 I I I ER 2 x2 �5,�; i CMP CUL ERT RIM388.386'"PVC N g �/ / / 1G G (2.5'HX1.i'W) SOUTH END OF CULVERTS IE=388.1 12" CMP W �IBER��° L F i IGNAL NOT LOCATED. APPROXIMATE I°? 1 00 CMP CULVERT I LOCATIONS SHOWN I � � EX. DRIVEWAY �� ci 1 1 1 AD 1gER 2. 5' H X 3' W `\ ♦-� ' 1� I I 1 1 -- ��_ �p ER _�� 1 ( ) X _ r �— LUMINAT ,,,F� , r - v ♦ p h 1 II 1 1 _ _ _ 18 E BLVD IL C,l1Il SD EaF� TYPE I ♦ ♦ ♦ O N SUNSET SIGN _ --TR A9 �_ : -- - -- BRIM=393.52 , ♦ ♦ I I I 1 �,�, _- _-FO_--- uB HAND,_ IE_388.62 1-5;' CONIC E 9 \/� ♦ ♦ b �,�, TRAFFIC LIGHTiN __ _ - -F� D--- IE-3 &52 15" CON 1 ��� r_ L Q� _ ♦♦ 1,+♦♦ 11 1 1 HAND HOLE 1B_ --_ _ �\ �\ �\ FIBER _-F0= SD _ _ _ - EX.CB TYPE I �' _ _ ♦ ♦ I 1 t- - F _ = _ �i3= e ---F - - -- - - G --F�-- - R M=395 87 l ♦ I 1 1 - _ FIBER-' - _ _ _ _ _ _ _ -- ('-Y - -- -- _ HTIN -FO- ♦♦� I I11 1 1 2 - DIRECTI-ONRL-DRL ED `---__ __ R,9---�f - ��____�= - —FIBER 387.59 24"W Oi'� // / rl --_ - --_- IBER -F0---_--- _ / , EX.SSMH 10 ♦ ♦1^ ♦ ♦ �I I 1 1� 1 I�FIBER-OPTIC DUCTS - - _ ----_- _ __ -- �P- -�� P- ue HAND SD- - - - ��-LEVEL 3_----- ___--- - _ - _ ------ - - o IE 1 11-------_-- _ IE 387.41 24" E I� hh ---- -_ --------------- m - - IE=388.12 12" SW-� I„ 9 / APPROX. LOC. 12 DI W _ _ - - �� ` �� �" G I (BURIED) �„ O 1 I I I 1 ^► ♦.�_ - EX.SSMH 185 RIM=391.1 I 1 \ 1 I I \ IE=386.5 CTR SE -KW - / � I I � - $'�'QQ 50 %`� STREET LIG�IIV'� I I I 111 11111 I _ �� ����� \\�So I - _� o EX.SSMH 1101 -L— c> I q Tb, h —`__ _ ABAND. 4.. AC W �9Ao\ ��� _ I _ �SD- xG/ IEX.SSMH 10 ' I 1 I �11 1 ---f- - Loc)- ].5fi# _ _ _� �����' _ -SO�� - - I X - ice— ,,so� _ '� ?��P T-Dt ♦ I II 11 \I` 1\ ` - I --- - _ - - _ - - \ �� \ 157 ----- - -- I N �SD� SD� / / � i IN, c) EX.SSMH 106 pgN0�6� ` � EX.SSMH 104 ` EX.CB TYPE I � P TRAFFIC Ue CNTL PNL TL#042305-9329 (BURIED Roth Hill Engineering Roth Hi ll 1 INDUCTION LOOPS 1 (6'X6') TYPICAL 1 Partners, LLC 2600 116th Avenue NE #100 Bellevue, Washington 98004 Tel 425.869.9448 Fax 425.869.1190 SOLID LID=392.71 /� \SO,� zl ` G IE=389.41 12" E EX.CB RIM IE=39 RIM 8393 g7 '�'SD,, /♦ —G EX. 4" GAS / �,�SD' -- `� l �� ♦G X. DRIVEWAY OR TRAFFIC _-- ___-__ _ �- / LE LIGHT EX. CB P— 1 - --__G_ G / 0�----____-- L G G G G �� �� ' EX. CATV & TE -_° RIM=392.70 _ - `` = -_________________ G / \ c =\ __\� _____ -1=--- �� G0,0 PWRe SAME TRENCH =390.7 6" E-- CV 1 000 ° VENTS Cj '� _ - ue —�- -- - �--- RIVEWAY I1sm TRAFFI) � IGHTING ,__P- \ \ P �• UB _ _ _ _ - E S 1 O2 i TELE HAND HOLE �. +� TELL PWR �---- _ EX. DRIVEWAY / .• _ OUTLET LFT LOCITATION F'QOF2 - �� - �-'� — - o (APPROX.) EX.SSMH 103 TRANSFORMER T� I °�� #�2-305-9049 "t\EX.MH- NOT ON LIST TL#032305-9191 SOLID LID=392.70 RIM=393 85 IE=390.7 8" NE 21 GOES TO "MH104 12" NW FILLED WITH SOIL 1 I SCALE 20 0 10 20 40 l I I -- ( FEET ) 1 INCH = 20 FT TL#032305-9037 PRELIMINAR' SURVEYED: SCALE: DATEMJL : » HORIZONTAL: NAD/983/1991 �► 16 2004 DESIGNED: 1 —20' �% }= CITY OF SUNSET INTERCEPTOR / / BPW/KRG R E �l T O N PHASE 3 FIELDBOOK: DRAWN: PAGE: BPW ONE INCH DA'TI I M Planning/Building/Public Works De t. DRAWING NO: CHECKED: AT FULL SCALE -il VP SEWER PLAN AND PROFILE IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED SCALE ACCORDINGLY NE SUNSET BOULEVARD SHEET: OF - _ - 1 16 z a J a 3 c i c c c c c c c c c LL 1 1 Q; 61 EX.MH 275 RIM=445.89 GG�� 1 IE=438.04 N o � I G�0\F' IE= 438.02E �- -— -- — ---r__ - - - - _ 3'-6' TALL ROCKERY L _I I 1 Q IE=437.98 W BOG -I -- -- 0-----FO----FO-----FO-----F -SD---- --SD----SD-----SD------ ---- F-----FO-----FO-----FO-----FO-----FO-----FO----- �- _ I F � F � '�g�� 3EVE� 3�Fo�IBER- - - - - - --FD- - ._ - � =C=Y==�=�0----- -- -----FO---- �`X SD-----SD-----SD-----SD------ _c SD-----SD-------SD-----SD----- -FO= SD _ -Ff�-� � \o---��--'r` SD ----SD-- - --- V FO-F\ Fp u= NS�T _ - - - -- X. H 276 —co ------= ¢� j FQ RIM 43 --- ♦♦♦♦♦♦ �— ri QO.--= IE= 28.94E I E = 28.92 W dy '��._��F � x ♦ ``_ O, _ _ 6 nl A.�a -- --- ` "�-Q �Fo� ftft O OD % Nce c, + - - - ---+ - - - — - ♦ ♦ E� � - F+ - Al �yo `� ` ♦ \ �� k ♦ ♦ �` \ \F� C� GHQ A\ - - 01IP- OHP -- -- II X— -- —oHP -- — OH -- ------ --_ ♦ ♦ ♦ ♦ \ �F P� LQ G � 1�G + ---OHP —OHP 0HP \ \ q c� O �L NN — — — — — — — — — — OhP \ , \ ► ` \��F N �O ftft \`OHP ftft ♦ �� �t �� ♦♦`���� ♦ ♦oft �O . ♦ F UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTILITY THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL ore 0 PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES OF THE ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY oHP // pNP/ EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND UPON BERGER/ABAM ENGINEERS, INC.) AND ATOPOGRAPHIC SURVEY PERFORMED BY BERGER/ABAM Q EX.MH 290 LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGER/ABAM ENGINEERS, INC. AS ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF STATION RIM=454.61 DESCRIBED ABOVE. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE 162+60 AND EAST OF STATION 189+75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER IE=439.27 E CHAN THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY, EITHER LIVE MANHOLES BETWEEN STATIONS 162+60 AND 189+75 ON SUNSET BOULEVARD AND BETWEEN STATIONS Q IE=449.51 E IE DROP IE=439.11 W OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. 174+00 AND 200+00 ON DUVALL AVENUE. THE DRAWINGS RECEIVED FROM BERGER/ABAM INCLUDE ore o RIGHT-OF-WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH ROTH HILL IS REFLECTING ON THESE DRAWINGS. o 455 455 ■ ■ ■ 450 ■ 450 ■ ■ ■ 445 ■ 445 440 ■ 440 _252__ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SL= 0.004 _ 3 — — — SL= 0.04p9 8"PVC I 435 ■ -- — — -- 435 ■ --220LP --' Q. SSMH 290 EX. SSM 275 RIM INVERT (E 454.61 IN 439.27 430 ■ _ — �.-- _ _ RIM 445.89 INVERT 1 438.02 (E) INVERT INVERT IN 449.51 OUT 4,29-11 E DROP 430 (W) -- --- —_— INVERT r-438.04 (N) ___ _—"- _ 00398 _-- —BapVC INVERT UT 437.98 ( ) 425 425 J EX. S MH 276 RIM 4 56.54 INVER IN 428.94 E) 420 INVER OUT 428.9 (W) 420 3 415 415 J D f 1 D 11 D SURVEYED: MJL DESIGNED: / BPW KRG SCALE: „_ , 1 20 HORIZONTALVERTICA! NAD 1983/1991 .► �� �- CITY 0 E SUNSET INTERCEPTOR PHASE 3 DATE: 8/16/2004 OK: i _ RENTON PACE: PAGE: r DRAWN: PW ONE INCH I DATUM DRAWING NO: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. SEWER PLAN AND PROFILE J NO. REVISION BY DATE APPR APPROVED: IF NOT ONE INCH SCALE ACCORDINGLY NE SUNSET BOULEVARD SHEET: OF:1 G 1 0 6 L CD 0 Z Q w V) / 0 / 0 0 J I 0 0 [n 3 0 0 (D 1-1 u2 0 0 w a z w J LO 0 0 (V z 0 V) o' w J 0 LiJ 136 C) II �n-Id ho I ad0., � , II 0 I 0z 0it,=39 r' I QI1 UIIOS/M n1d cn 9J l 3d�1 - - - -' 9=T56 1nD PR.SShM 72D a0— � 0-as-- bl NOIS 133N1 S UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTILITY PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES OF THE EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND UPON LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGER/ABAM ENGINEERS, INC. AS DESCRIBED ABOVE. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY, EITHER LIVE OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. ss vb� I 1 1 1 1 1 1 1 1 ,zl� of TL#032305-19246 , MS „11 '3N til 3 117dS \1 1 TL#032305-9245 J 117dS D , TL#032305-9246 o , 9L'Llb=1n0 31 I EX. =LO < 1 �'DNOD „Zl _ o.s (AP�' a drvmo sz 61'OZb=1n0 31DJS 111— Al/1/d Al/1/d Al/1/d —mil/d '','d Al/1/d Al/1/d nl/1/d Al/1/d _ — — — — — — — — — — — — — — 8 1N3 /1bd M0738 ,61 0 _ I di Z NI HJNnd/M J1SI0 Ikvwn W „z/l I 0Nno3 I -1 PR.SSMH 712C /V � II / I I TL#03230 90 2 I / 3Add0 1 I I I I _ I I I I I 1 I II I , „Hdw u N91S 133�115 — -- — T777 — — — — — — — — — — 8 JIVII ;)()-j 9N11 Doi Z 3Nn M0773A 378noa 00+£OZ 00+ZOZ 96'8Lti=1n0 31 3SVJ -INOW NI JNOJ „ZI 'NOW 'JNOJ jx„t NI 3N17 D03 (108 83ddOD „ ,/£' IONn03 ABAND. 3" AC W __— „5N048vd a _JQf1S3 - -_� I (APPROX, LOC) PR.SSMH 72A 6L •OZP=NI 3 dod „Zl THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGER/ABAM ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF STATION 162+60 AND EAST OF STATION 189+75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER MANHOLES BETWEEN STATIONS 162+60 AND 189+75 ON SUNSET BOULEVARD AND BETWEEN STATIONS 174+00 AND 200+00 ON DUVALL AVENUE. THE DRAWINGS RECEIVED FROM BERGER/ABAM INCLUDE RIGHT-OF-WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH ROTH HILL IS REFLECTING ON THESE DRAWINGS. oTL#032305- 9089 3 \\ . Z 1 �,. 9 JS r0zttzAdONVJ O11 vd d.a 3,L d,9 zx 'n x z 60' Zti=1n0 31 lbM3/llc`Ja 73/1t/ND r i d-olTL#807900-7777 d.z1 y o 99'I7ti=NI 31 „13�1J(, dJb „Zl NJb'1 On7d%M 3d1d N0211 „£ 0Nn03 1 1 .. 1 1 1=py1� ❑ dHo cy"o HO dH0- -�- � NOIs 3Aano I i�Z'IZti=N1 31 w*tit =1n0 31 dD21 „Zl dia "Ell EX.MH 72A ABANDONED _ RIM=424.28 I =417 34 S OOL t, 'ON '0078 TL#032305-9299X UOOM , 9-, I — ( EX. CLEANOUT „Z�'96Z #S7 APPROX. LOC. 83 71t/N Mc � as-----as-----as- - Z9'lZt,=N1 31 �p5 dJ2� „Zl 3SdD 'NOV NOW 'JNOJ „bx„i --NSIO SSba8 „Z ONI IE=417.38 SW 00 CAHN N= NO P RT ' ILlit-N1 31 �ao - _ 3NI7 903 'JNOJ „ZL —In -- -- ice— L — -Ag— — — — —q/— — — --- Z/Z -- ---- - - -- `mil MHO .� 7� ONO fit- I O Z9'OZfi=NI 31 .dot , � 91 ZZb=N1 31 98 61ti=1n0 31 I ° I 'JNOJ ,El o.of 'JNOJ „Zl N o.�r 'JNOJ „Zl I X £ l'81b=1no 31 X ddJ „Zl I ZL'0 =Nl 31 x X I J J „Z l d„el I ---- OOOM , 9 d„t l d„sL x 0••9 x -- - x — — — — — ._ dv,s DOOM , S 9 I o dwmo ,b 1 - � S213dlNn(' \ ( I Ma „L A3NwIHJ x i 9400-0010 �y - N313 l ` 96'f i, 'ON 3SnOH \ I �-j �\ 1 Z6'0Zb=N131 I PR.SSMH 72B I = �\ 3snOH - A vM3 121a - -I -� d' \\ \ I —I — 17bH sd I I K\� \ TL# 109400-0180 0 x I I I 7 J„8 OO I 3N17 Mo773A 31en0a 68 OZt-Lin0 31 JNOJ „Jt *JNOJ „Zl °"� LZ'LZti=NI 31 v,u Nvo„e Hvo„a -JNOD „Jl wti X X X x a„ s DOOM , 9 v„ I I DUVALL AVE' NE x a oz I TL#221600-0010 ` T I� \ EX.SSMH 72 w — _ z r• �r f[-11U �NOIS 'li' \ I 1 .dols.1 Jf 3..91 91 O 1 1 G') 1 c) 1 I �5�9 0 1 I S� C�- f— \ I = X.SSM 71 1 IM=428. 2 1 QD I Q aD 1 1=421.42 W I 0 1 1=421.32 E 70' W OF 1 I M d.ti1 SSMH 2 I N \ 1 IW I z 430 430 425 425 420 420 415-- SL= 0.0036 410 410 EX. SSM 72 \ STA -24 23.63 405 -- � m ti _ - -- - RIM 424.14 INVERT IN JL4-VE-R-T-- 414.12 (W) 17__7-0-- W CHANNEL 405 P --- - --- _ --- - co U) INVERT OUT 414.12 ( ) cl)cn CN a a. cn 4 cn -- -- ----- - _ U) - - --- -- PROP. 8"PVC 400 OF Cu - - - -- - -- - - - - - -EN, _ PROP. 8" PVC PROP. 8" PVC PROP'. 8" PVC OPEN CUT OPEN CUT OPEN CUT 395 395 SURVEYED: SCALE: MJL VERTICAL: NAVD 1988 1 11-20' HORIZONTAL: NAD 1953/1991 DESIGNED: BPW/KRG DRAWN: BPW ONE INCH DATUM CHECKED: AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY �- CITY OF REN TON Planning/Building/Public Works Dept. SUNSET INTERCEPTOR PHASE 3 SEWER PLAN AND PROFILE NE SUNSET BOULEVARD DATE: 8/16/2004 FIELDBOOK. PAGE: DRAWING NO: SHEET: OF: 11 16 UTILITIES INFORMAT10N SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTILITY THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES OF THE ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND UPON BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGER/ABAM LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGER/ABAM ENGINEERS, INC. AS ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF STATION DESCRIBED ABOVE. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE 162+60 AND EAST OF STATION 189+75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY, EITHER LIVE MANHOLES BETWEEN STATIONS 162+60 AND 189+75 ON SUNSET BOULEVARD AND BETWEEN STATIONS OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. 174+00 AND 200+00 ON DUVALL AVENUE. THE DRAWINGS RECEIVED FROM BERGER/ABAM INCLUDE RIGHT-OF-WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH ROTH HILL IS REFLECTING ON THESE DRAWINGS. I `y OOLt 'ON '00-78 1 �\ I I 8v838 „g/S ONn03 �\ � �\ ttZZ 'ON 'Oa78 \\\\\\\\\\\\\\\ �� ---- \\\\\\\\\ ��I >17V/ NOIS -P I a31Nv�d �i01a8 DOOM ,S� I I 0„a I wd u1 u� v11 v tvq 1 •• x 1- I` j", J s„ot II N d"Z s"8 erl i c� 1 I eri Z I 2� s"z I l i i I 1 Z L I #S � H�88„ ari o o d b'0/M o ti 0 � 1 \\\\�\�\\\\\ � �i\1\�-\ o wd oo _�N001 TL#032305-9158 I \ ` _ _ - - - _ d"ot xo"� X 0„9 0"R 0„s I II �\ o s av83a , Z/1 I - - " x x o 9 0..� x / /I ' EX.§SMH 1 11 ; ���1,. 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WN Nd oNn03 r r --IAV80- 3o1S 1Sv3 NO b- l a„sz H"� I y I \ � _ 1 r y13yM -_____ 31 b0N00 ti6 SZb=30 1 -�--1 --I--- �13yM 3138ON( �O�fQ „ 7-----\ I-------------- - � ----- -�- d zees I _ _ _ _ _ _ _ _ 1 _ _ -- AVM3Alaa 1 aS-----as---as- -- 3NN 0 a31 vM dHO 1 t+ - -----as---- I ----os-----as-----as- D I - Lz eo ' Z as------as-----as-----as---- 8Z#80 - - I � 3NIl O03 c� /d e adds 3NIl 003 1SOd 33315 S'Z#80 - - -WvlO ,Z- EX.SSMH 805 �° 0 3N13 3NV1 311HM - C) - - - �' > - - - - - - LSZzt=M '0No0 31 1 "it 'j Q / Z9'1Zt=N1 31 „g �OY,ZP=3S OAd „t 31 I I 1 RIM=425.80 CLEANOU I I '- r I EX.SSMH 28 3SVO NOW NI I / 3Sd0 NOW NI 0`' d0a „Zt / 'NOW ONOO NI It'tZt=3O 1 •W•d•a MO133.1 318n00 IE=425.78 CAPPED. _ I -- s� RIM=426.23 N 'ND '0N00 I„Px„P NI IE=412.86 N _ / „tx„P J1Sl0 SSvaB „Z ONn03 80 t 3d11 I li r= �Z �1SIo SvNe aNn03 IE=412.6 S -_ - --= 00+66� OO+L61, 00+961 - z ; I 00+561 - _1 0 lz 1 I ° EX. CATV W'd'a 311HM 33ONIS o I 3Sv0 `AVOW W33.1 NI 'd,a MO1378no0 �co -- -- - -- - 1 tt �'Zt=1n0 0Ad 31 - 8L 'ZZt-NI 31 11 0 Z1 9 I (APPROX. LOC) �D i �6'tZt=31 NOW 0N00 x„t NI 0 ZI 11SI0 SSvaB N A I 0N0 BAND. 3" AC W 1 l if 1 zIc� r 3NI3003 ABAND. 3 AC W Zt-NI31-- S��3Ad - - ------ - ---- ----- _ - - - - - - - - _ -------------- -- ---- --' - -- ------- \ ``'-- ----------------APPROX. - - -' LOC „ZI -- - - - - - - - - 1 - - - - - ---- ------ --- I EX.SSMH 74 --(APPROX. LOC) 3Nn o03 wNOIS �IIVM-X - -- _ EX. GAS (APPROX. LOC.) s s s s s EX.SSMH 73 Bull w .,a33rnovanol031oad� � -- ,� - - - s � s-- -- ��--- ---�-- � s s �____ � ---- ---- �i >` g EX.SSMH 72 _ � ------ - _ _ -- -- - - - - - --- -- -- - - _-- - CD ' _ I 4 r £ t 'ZZP -1 n031 EX.SSMH 215 S3dld NI OZH ONIONdlS o �6'ZZt=N '0N00 ZI 31 oo'PZt-1n0 .31 1 OAd „Z1 Z� tZtj=N1 t t r 0„os al _ x erd r________`----�I C0 � � I ONOD ,Et 1 �dols"I ZL cZP ino 96'ZZt=M 'ONOO „Zt 31 ° 1 0•,� lwM 13a 0N0a30a08 r OOo/ ,9 d z ` 1 0Ad , gl dd"st d"z 96'ZZt=S '0N00 „Z1 31 e� Sld3ii O L 1 3NOlSA3>1 DUVALL AVE N E 0"s 0„9 i"8 d"ot 1 I __000M ott 9 13dvosaNv, 10 x�-' T� O -nvm '13 3d0a AVM3Ala0x�_x 1WHdsdDOOM I c� .R'� d„zt 0"oz £t ,�x3NO1S,l3 0� I I SNWn00 3avnoS 9t /M 33M J0018 a30N10 90" 0.8 0"9 0"L 0"8 0"9 0„6l 0.sa e TL#xxxxxx-xxxx = I o \ x ct d„orx (�\\\\� �p D TL#248241-0 Dl0 o„oz �RRR�\�\�\�����, I TL#104130 X.SSM 71 1 (n Fri ��`-� \ `-IVM '13a I I 3"c IM=428. 2 p I _ 1 rn 0 =421.32E 1 z o oz �a \ �� �� li'9t .. { ` 'ON `y 3SnOH �y wH„zt \ � cn ` �\ _ �a wH"� �� m �� r,ot lONn03 1 l"�� z \\\\��\\\\\\ I o � � r 1 �� ivnna SozZ M429 DOOM \' 3aw1 "r 1 M \ 3 s � NOaI „ t 1 I R M 55 \ SSMOHF 72 3"6 I oo I I IE-422.20 W I y I L1-� \ �� TL#221600-0190 a••61 TL#032305-9266 IE=422.08 NE I -, I IE=422.26 SE I of I I Z --�� a"ot 234' w I \yam I I \ ire I o ■ EX. SSMH 74 430 EX. WTR S C. 430 EX. 18" SD EX. GA (APPRO LOC.) EX. GAS (APPROX. L C.) EX. CATV APPROX. LOC.) (IE-APPROX i ----- - -- - ----� - -- - 425 425 -- 420 * ■ ■ 420 * ■ ■ 415 11415 - 109LF ----- ---- --------- --- - - - - - - - - ----------!--- -------- --- ■ SL=- - - -- ------------------------8 C PVSL=0.039 ----- ---- ---- ----p 8VC ---- ---------- -------- ---- ------7 ---- 292LF0._ __ ---- ----- ---- ---- ---- ----- ---- -- 8P ----- -- -- ---- ---- ----- ---- ---- ----- ---C SL= 0.0032 SL= 0.0035 _ 410 ,410 EX. IDE SEWER - EX. STA SSM -24 72 23.63 EX. SSM 1 215 SSMH 74 40cJ RIM 424.14 INVERT I 414.12 (W) CHANNEL RIM 425 INVERT I 21 413.56 (N RI NI (N) EX. SMH 73 405 ERTNI 5N 413.10 DROP RIM -- -- - -- - __1L\LV _(W) _-- _ _ CHAN INVERT OUT 414.12 ( ) INVERT OUT 413.54 ( ) INVERT IN 419.12 A DROP INVER INVER IN 411.96 (N) IN 412.19 E) n INVERT OUT 412.89 (S) INVER OUT 411.91 (S) Y iJ 400 - - - - - 400---- PROP. 12" HDPE/P C PROP. 12" DPE/PVC POP. 12"HDPE/PVC L PIPE BURST OR OPE CUT PIPE BURST R OPEN CUT PIPE BURST OR OPE CUT J 395 r 395 .n r ''� � �....a.W. ""'F `Iwi AVN .i 4i . • SURVEYED:SCALE: JL n >' HORZONTAL::NADD1983/1991 ,► SUNSET INTERCEPTOR DESIGNED: 1 20 �� >.a- CITY 0 F BPW/KRG PHASE 3 DATE: 16 2004 / / F OK. w .< ' r �. i "' F ` 71' r 4m^R. ■ ,yR_ I�r DRAWN: ■.0 RENT 0 �l PAGE: AGE: Q BPW DRAWING NO: Q CD ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. SEWER PLAN AND PROFILE Z H o NO. REVISION IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY NE SUNSET BOULEVARD SHEET: 12 OF: 1 6 J a- w Q z w J LO O 0 (V z 0 w J O 3 0 00 w a c U z c �,.a d,.b -�„or � 1 (7.9 EX.SSMH 21 \\\ L£S6Z #Sl dVD/M AV 3Alao „Z�EII #Sl H�88„ db'D/M a„b RIM=426.79 d Nn 1l HdSv ' IE:412:42 NW 2� 83�1 „R/S 0 Od 1 2td832� „Z/l ONnOl 31b'�Ibd - x x x IE=412.50 S 1SOd DOOM ,LX„tx„b I 000M ,9 EX.SSMH 212 3Nn dlaG 'WVIO ,t Ol Z SaV03D x 3M7 d180 „9l IM=4 6.7 1d1N3WVN�10 Zl 30 MO,V S2�VC3DIlb1N3VVVNaO lZ d0 M02I IE=414.30 N I 1�=414.59 SE I Ile HL1 A "3/11Zi0 "' I 1 �fFb`80 I 1 3„SL ---- -�------------------------ I - SI]1t=1r-31-------------------- -Xa-„X„ 03818DS 0Nn03 NOrS 133 S I I I i I Hi nos 1 N38 dVJ ON HVGJ ! ONnod OOOM , 9 x NJIS 133N1S [� 1 V_J44 iQ,11 N - Mssob0l -- --- - - - ---- - -- - 1 1 1 7E#A") ■������� ���Ti� 1 I 1 -- 1 - I 1 os----as-----as-------as- �z#es w'd'� 311HM 3��NI 1 3NVl 311HM - 1 OEX.SSMH 186-- \ 1 RIM=426.45 IE=412.06 W 1 IE=412.38 SE Mo773,1 3 enoa - -1IFf lZhlBD UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTILITY PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES OF THE EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND UPON LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGER/ABAM ENGINEERS, INC. AS DESCRIBED ABOVE. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY, EITHER LIVE OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGER/ABAM ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF STATION 162+60 AND EAST OF STATION 189+75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER MANHOLES BETWEEN STATIONS 162+60 AND 189+75 ON SUNSET BOULEVARD AND BETWEEN STATIONS 174+00 AND 200+00 ON DUVALL AVENUE. THE DRAWINGS RECEIVED FROM BERGER/ABAM INCLUDE RIGHT-OF-WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH ROTH HILL IS REFLECTING ON THESE DRAWINGS. 3SnOH ^ _ V3 - I II II 3132IDNOD / 1 AaO1S 3N0 \`! �� _ _3A-- I I - I- 1 313NONOD 1I I ---ram- ,6'Sl 1---ti=t--�------------------` ��\ o„y Vld NORIB Or i 1 �� J138DNOD 1 ?�31N r rr I y�-L �1, d.,rr \�`. 1 >1NI1NIdHD , �I 3AV3 I I �� 1 I n 1WNI ONINIV138 x /// irr I \�\� \\` llbM NDINBIt-M LR� Zt 30 1 ' 11 ONO I ii dta�6Z Y,7t,=S ddD Zl 31 >10070 313aDNOD 0.s 1332LLS 'NOIS� /�i I ��� \` � HOIH ,R't NIV80 08VA � 0„5 d„s d3MQd I �r SZ'9Zt=30 /E� 1- -- \„Ir-------- -----1 I r x 8D l 3d11 x OOOM 9 ,,•�� �\� / �\\ �`\ x d.Z1 x x - x _-_ --x x S21d03D , -r"nl - 9- I c� d„9l I �/ Ir 3NOHd I„z'� 'W'd'a 311HM 3l0NIS v 1 00+A L I 06+261 m'W &8 MO773A 37en00 1 � I � W'd,a Mo773A 378noa ' AC W 1 _ _ p _ _ _ _ _ o _ _ _ _ABAND._3" AC_W__ LOC) 1 � � (APPROX. LOC) EX.SSMH 73 I I EX.SSMH 79 I I EX. GAS (APPROX. LOC.) rir -as- -as- - - ryas- -oz#eD as- - 1 as- 1 -- Al " 3138ONO3 1 ------- ----- ---- �i-------------------------------------------- ------------DUVALL AVE NE----e�o--,------------ d"L - - - - 1 d„BI 31VO NN17NV ,9 1 0l Q - - - - -- 0=s - - - - ^d"B /�..sl lnds d-s d"a a"br 1 - - 00 1191 //N / -OS- -aS--- --aS- -- ❑ (413 OS----------SD ❑ -----SD --SD- - 'ONID , 9 LR'ZZt=S dWD „9� 31 ,(vM Q10TL#104130-0130 01'£'Zt=M dWD „9c 31 x 731 vaq'=dWD „9£' 3165 �'Zt=MS DAd „9 31 fbb'RZt=3O90YZt=N dWD „9C 3I I TL-7777 HW OS 69'£'Zt=N dWD „9Z 3/ St'RZt=30 TL#104130-0120 6l 8Zt=30 3lOHNt/W W2101S j�����HW OS o o -' --------------------� B�ISI---�>.' 31 30a - n1 Ho I I I �\ '------- ��',, - - - 1H-k1 - - - ------------------------------------- r8YII__"1d -------- „ llNO 3Sb8 -- ev<rv14�d dH0 Nan1 lsnw AWM 31380NOD A7NO 3SV9 ---- ----=--os-----os _ J1lb- 313NDNOD----='-� --------------------- ----- ols---- as-----os-----as---1(7S �_ - ---- --------- Q----------- -- - ----- ddD „zl 31 ► 1 ZZt=N 10 Zl 31IlR'zzti=s to tiz31# 'SD bs-----as-----as-----as-----as-----as-----as-----as-- l 3d ll 'SDl -�----- 3d�18l#8D 5-----aS-----aS--�--aS-----95---- -- as---- u+ 'W'd'a 311HM 31ONIS --as u+ 3N }Cw-------- 9S Bs N ---- aS- ---------------^ - - - - - „£ - - �---- MN 0 -_ - - M 10 „ZL 'X3 --- ---- 9661# '8'0'3 H1nOS „S Z 3SVJ "NOW NI I I i j 11nONOD 83MOd 'W'd*8 M0113A 3lenoo 1 NSIO SSbV8 „Z ONnod I 'W'd'a 31IHM 378n00 t'I �vI +1V�GV 'ONOD .,t,,t NI >1SIG SSdae „z ONnoj 0d+69 L }� 'W'd'21 311HM 378n00 I ' cn I 'w'd'a M0713.1 318n00 I - - - - - - - - - - - - - - - - - - - Lo T 'W'd'21 311HM 3lONIS ----- -- -- ----- - ----- - _ _ --as - s as 1lt/HdSV 2130N08 3dVDSQNV7 DOOM d 31dVw 111d5 011ldS `d \ TL#516070-0161 d AbM3Alat] 31383NOD 79 \ o � -�- - -- - -- -- - - -- - - - o (001 'xo8ddv o EX.SSMH M OV „�7 'ONVBV D 166 EX. GAS (APPROX. LOC.) 1 �__ EX.SSMH 80 61# - �s-- - r7 -- ---aS --- �fv1 Iluu - --- ---- ------- ---- ----- -- ------ - I 11 l l0 1 2�V8 d 1S ---i e3s1---------------------- -- ------------------ --- ---' if 9 x-- x x - x d„Zl X X X"zr x d I � / dols„ I li I Ir � / x OOOM , 9 I a d 'N d.sl TL#5226 60 011bd 1 lil; 1 i; d„f d„£ TL#522650-0270 I 31V IS I I Il li RIM EXAH 4 a5 d„z� i III E=411.22 E, 1 i; i i 77VM J13018 N030 DOOM IE=4�11.44 S 11 �` rk10IH „Zl ails Ili IE=111.43 W 152' E OF E 'I W II I al ` „Ll i i smF 166 d i1 i I 0 + I 1 Z II I �I I ■ it i `' � � 430 - - - 430 EX. 8" WATER EX. 8" WATER EX. SD ([E-UNKNOWN) 425 425 420 ■ ■ 420 415 - -- ■ - ■ 41.E --- --------- ----- --- ---- 191 LF --- ■ ).0032 SL=0.0035 ---- ---- - 8PVC S SEWER = - 0038 EX. SIDE --- �410 SEWER ---- _181LF ------ -- ■---- 166 LF------ ---- -- 41 0-- 8" PVC SL= 0.0044 V-Y\. SIDE SEWER EX. SIDE SE STUB (CAPPED) ER EX. SIDE SEWE STUB (CAPPED) EX. SIDE \FY EX. SIDE SEWER 405 EX. - --- RIM-4-2--6.53 S M H 73 N) (S) ':�':�NAH 7q (N 11.10 �S) 405 EX. SSMH 0 RIM 424.1 INVERT IN 409.60 (N) INVER INVER INVER IN 411.96 IN 412.19 (E) OUT 411.91 RIM 426.22 INVERT IN 411.24 INVERT OUT EX. SSMH 166 (N) (W) RIM 425.24 INVERT IN 410.41 INVERT IN 410.56 INVERT OUT 410.39 (S) INVERT OUT 409.51 (S) 400 400 PROP. 12" PROP. 1 " HDP PVC PROP. 12"HI)PEIPVC 3 9 5 PIPE BURST 0 OPEN CUT PIPE BURS OR OPEN CUT PIPE BURST 0 OPEN CUT 395 P^W-lm S;mc�,, 'H w a z LJ _J Li L0 O O CV Z O LEI O CO 00 LI Q 0 CD z f— O n I I I I 10 I I I I I 0.9 I I I I I I I °„ s I 1/yr-1 9- - — — — 10D I- - AlNO 3Sd9 - -31380N00 >fNI1Nlb'HO ,b -4„s S21d030 „9 3ON33 DOOM ,5 AVM3AIZ10 13A ddo 31380NOO O«F O„F TL#516970-0020 2 z a30809 >0189 1= 301M , S'Z x d„ g 2131Nd1d o..s o„s o„s >IOINB o..ti �.9 x S21b'030 „i� �„ 9 - Sab'a30 j'� 1_8T c� 1 --- X X X X X X X ANll1NldHO ,b OOOM ,9 -_-- — � �7�---� DOOM , 9 � „dol S. 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LOC EX.SSMH 80 t W'd 21 311HM 379NIS AVM3A1a(7 ao�s I --- ----------------- >fNnN1VHO ,t, 69'OZl7 QOOM � o„s Q F X x _ X X y{ X y�{C _ �( X { _X_ X _ x X _ x ( d„ F O„ s GOO_M_s TL#5=60 xI TL#522650-0250 w„F xI o„so „s ❑ --3d-bdO--3-SaO-d-No-b 9 1 0f1vd 31V's lan00 SINN31 --- O0o1- x >0a aOOM O11 dd 313210N00 650-0440 9L•9I�=11nbA '10e 1f'"f'zti=30 310HNM kV801S_ # I l I i I I I I I 1 y j ks✓ 11� Er3h.. �'..._. • I l ,._ L:, id IJ Y� (:1 (. ow !11 - I I I dd0 310 1 -- i 13n3 „z M°„oL I 1 W l 1' I TL#516970-0026 x EX.MH 120 1 i11 RIM-4 .61 1 it AVM3Ala0 I 1 lii IE=411.2 E = l ` f D l3Add0 TL#329540-0010 n IE=411.1 b �, d..z� �„s1 197' E OF EIX. f I � EX.MH 198 J „Ll ; i �� ssMH 2012 r, n _� RIM=424.80 / if I it IE=413.93 E 3NIl d12Ia �,sl w„F d„si „19991 i \I 00 1 IE=413.74 W .d10 .5 #Sl WS3„ dd0/M I OOOM ,S'f OOOM ,S f i r-- 1 I 180' E OF EX. 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AS DESCRIBED ABOVE. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT, WHERE THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY, EITHER LIVE OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. SURVEYED: SCALE: MJL 1 „-20, HORIZONTAL AD 1983/1991 DESIGNED: BPW/KRG DRAWN: BPW I ONE INCH DATU M CHECKED: IF- AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY I THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGER/ABAM ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF STAT ON 162+60 AND EAST OF STATION 189+75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER MANHOLES BETWEEN STATIONS 162+60 AND 189+75 ON SUNSET BOULEVARD AND BETWEEN STATIO S 174+00 AND 200+00 ON DUVALL AVENUE. 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W S) 395 390 390 PROP. 12" HDPE/PVC PROP. 12" HDPE/PV60 PIPE BURST OR OPEN C PIPE URST OR OPEN UT 385 385 N UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTILITY THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES OF THE ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND UPON BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGER/ABAM' LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGER/ABAM ENGINEERS, INC. AS ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF STATION DESCRIBED ABOVE. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE 162+60 AND EAST OF STATION 189+75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER :R L e THEY COULD BE IDENTIFIED. 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" " PIPE BURST R OPEN CUT PIP BURST OR OPEN CUT PPE BURST OR PEN CUT �R r D ° SURVEYED: MJL SCALE: ��— ' 1 —20 VERTICAL: NAVD 83/1 HORIZONTAL: NAD 1983/1991 � �� CITY OF SUNSET INTERCEPTOR PHASE 3 DATE: 8/16/2004 DESIGNED: BPW KRG / FIELDBOOK: J _ RENT 0 N PAGE: - - DRAWN: BPW ONE INCH DATUM DRAWING NO: CHECKED: AT FULL SCALE Works Dept. SEWER PLAN AND PROFILE NO. REVISION BY DATE APPR IF NOT ONE INCH IF SCALE ACCORDINGLY NE SUNSET BOULEVARD APPROVED: SHEET: 1 6 Of.1 6 J c� 0 z Q J Lo L�J 1n 0 0 / 0 0 J I 0 Q O O 0 / 0 0 / LL / LL iLi Q z Lil J 0 0 (V Z 0 co- al l 0 w UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTILITY PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES OF THE EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND UPON LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGER/ABAM ENGINEERS, INC. AS DESCRIBED ABOVE, IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY, EITHER LIVE OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. Film"" HELIMINAn C co�' N 162+60 AND EAST OF STATION 189+75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER II MANHOLES BETWEEN STATIONS 162+60 AND 189+75 ON SUNSET BOULEVARD AND BETWEEN STATION II u 174+00 AND 200+00 ON DUVALL AVENUE. THE DRAWINGS RECEIVED FROM BERGER/ABAM INCLUDE RIGHT-OF-WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH ROTH HILL IS % II / S REFLECTING ON THESE DRAWINGS. �' �� C1 II F - It II / k 38695 Vy 4 778 F� Ce %�' It �5�1� I I \ \ ry0 rs, 38 j 2S S /R/4,f T y _ i �i It o� G <Ow CTR /F� 3969 -89 �i i i ii� i�� a II 00 Cps I \ ST & \ /F, 390 19 1 AI, �� II v0� �� APPROX. LOG. O Q� , , '' i RAID X 396 �9 78 " S�1C F Vp �� � � EX. 8" DI W y> /.1 / �\� / 44 TL 722960-0000 I I / Akc ` EX.SSMH 119 # o ��' n n§ F i `` EX.SSMH 120 1 '_� _ �' RIM=397.38 ti F �� c �5D- \` SD� `F0 X F__X =_ _ one _ _ _ _ IE=392.38 CTR /8 F /& F A QUO °cc II i50 - - ----II Q� � `L� � � II 00 �� II RIM=400.58 II IE=394.63 CTR I O a I O _Sp_ _F - _ _ _ _ _ I / 4 Lj �(�/4'F0 Y „-------- r co it //�/ i °A-� - _ _- _ _ _ 2"F NE SUNSET BLVD �4 1 I -�P +- / 1 LSD_ _�_�0_ 0-~X��- ` _'_ - _:- / 4�r- - F / Tim II P / / J R--'vt3 �0 Fo - �0-- X xI I 8,. D.I. W /8"F F� II I II v� � i i4 ` � f- _SD_ -- FO----- ° -i - - x x x x x R x x x x �-x II I ,Qv x x i I C'p 1 - - - ti0�j,�- Fo=-I--Fo---- - - 360 F -f0- --FO----Fp-----FO---�-�-- �, ❑ L-- n IR _ __ _ _ _ �� C F - F G `-=-_�D-_TR-----Fo---Fo---- Fo-----Fo-----fo----�o-----Fo-----Fo---- Fo-----Fo-mo o- -Fo-- -moo----Fo-----Fo-- _--Fd_ --- - --__------Fb ==F --- - =-= -Fc�, _ _ -Fo = _- qFF----_ F8 cn rn r0-rv--r0 -FO 0---F6-----fA--- -- L VEL 3 FIB Q Fb -F0 ----FO _ _ _ - -xL-F� - - _ 0 FO ti 4 O `�0 --- STREET LIGHTING THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGER/ABAM ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF STATIO� -SD-= --_s B S D--=--------- - ------ ------ ------ ----- --- ----- -- -_ - _ _ - _--------- - _-�a-=---sue== - EX.CB TYPE I---------------/CtiT -- 9+00 -- RiM�39�.2�---- ------ n ---l- vaa EX._12"_DI W---------- IE=390.39 12" NE Q, -VEX.CQ ----------------------------- ----- - /`�_-----___ IE=390.29 15" E ABAND. 4" AC W APPROX. L II �I TYPE I -_----- - - - - - - - - ------ - - - - - -- IE=39D.t�fiS"-W --- - - ------------ 97.56 /F�3g 988E/ cp 0 IE=393.16 12" E 9 19/ /F; 36 + ] IE=393.06 15" CONIC W 394 861 EX.CB TYPE I RIM=395.87 _ -- -- _ __ -- -- 5 �O� IE=387.59 24"W--- - - - CD 161+00 162+00 163+00 - w JLI \ ' �-1 IE=387.41 24" E ---_- -- -- FL --- ._ - � �s IE=388.12 12" SW EX.CB TYPE I SD-_ __, F �3 39> F // FY RIM=398.51 =� �S�38868s8 /R/i11 ce Typ EX.MH 98 IE=392.26 12" N --SD �- I 388168S NF /F�39p9�98 // ---- 1�3-2---5----------------------------� >� r c_-- _� �_=__ --sD-_ EX.SSMH 99 I 8 - - - - - -� ,o- / --- - sD by FFT �/ P-_ --____ __ . EXTRUDED CONIC CURB --SD-_ -_ _ a G�� -P ��_- - - �_ - - - - - - _---------------- -= SU -- ---SD---- SD----SD-----SD-----SD-_-$_�=�--- - �- -- __ -�----------�--- P------------�- APPROX. LOC. G� W - --1=p- -1-- -_ _ EX. SD �-G Cq T ��` �/ GAS ,'' G G G- F CATV G G G EX. 4" GAS G G G G �� I/G G TF�F \\ �Tj� EXG 4" /G --- G F� (APPROX. LOC.) -----�1�:� -- --- -- - An=nV I nr >T a O pwR 5' CLF c �� +� o TFS log I� I� TL#032305-9037 lb 00 II ��� / q EX. CATV & TELE 14 y ,1 b SAME TRENCH / �, , ^ti EX.MH 100 I / %� I V / / TL#032305-9024101 RIM=395.27 �i q IE=385.70 N IE=385.81 S -` �9 ( �' a TL#032305-9055 ii 103' S OF EX.SSMH 99 / Q/ Z-A: /I 405 EX. 8" 400- --------------- ■ ■ 395 ■ ■ ■ 390EX ■ SID ■ ■ ■ (APPROX. LOC.) - ■ ■ 385_- ---- ---- --- _ _ ---- ----- 0.0067 12"GONG. - - - - - - - --- - -- -- -- -- -- - - - - - - -- L - ---- --- - -- - ------ - - --- - - -- --- - -- -- -- - CONIC. - - 1 CONC. -- - - - - ---- ----- ---- ---- --- SL=0.0j047 1 :e E);. SSMH 101 RIM 396.10 INVERT IN 38415 (E) INVERT IN 38552 (N 375 INVERT OUT 384.03 W) 370 Roth Hill Engineering Partners, LLC 2600 116th Avenue NE #100 • Bellevue, Washington 98004 RothHill Tel425.869.9448 Fax 425.869.1190 --X. SSMH 9 RIM 397.57 NVERT IN 385.25 NE) NVERT IN 385.27 S) NVERT OUT 385.00 (SW) - I BURST CONC. PIPE BURST CONC. SCALE 120 0 20 40 (FEET) 1 INCH = 20 FT N0. N0, REVISION RIM 398.2 INVERT IN 386.03 (NE) INVERT OUT 385.95 (S ) BY I DATE I APPR MJL BPW/KRG BPW SCALE: 1 "=20' L ONE INCH -� f AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY EX. CATV & TELEX SAME TRENCH (APPROX. LOC.) lb 40 o ■ ■i ■ ■ ■ 39� ■ ■ ■ ■ 39C 303LF - ---- - - - - - ----f ---- -------------- ---- ---- ----- SL=0.0068 12"1 _z8`; -- - --- -- --- - -- - -- -- - -- - _ -- -- - - - - - - --- - - - - - -- BURST VERTICAL: NAVD 1988 '� �=- CITY O E HORIZONTAL: NAD 1983/83/1991 /I VAL RENTON DATUM Planning/Building/Public Works Dept. SUNSET INTERCEPTOR PHASE 3 SEWER PLAN AND PROFILE NE SUNSET BOULEVARD INVERT IN 388.80 ( INVERT bUT 388.10 38 37` J % L DATE: 8/16/2004 FIELDBOOK: PAGE: DRAWING NO: SHF FT OF: 2 16 0 0 z Q J a Of LJ LJ M 0 0 0 J I H 0 M Ln / O 0 0 / 0 0 LL i Li w a z LJ J L, TL#032305-921 •<c k \/ll � 'Gib ,� j � j/ i �� � �Q NE SUNSET BLVD II 0 /i cv —� — •mil �i Q` / If Q / INDUCTION LOOPS ik (6' DIAM) TYPICAL ! i� ����,� �� ^Clb ITL#032305-9282 ° Cn E= IV 65 6 X.SSll 2 II I II �,/ /i / • / APP�ROXfi LO // � I� II cn i ,( Y LOB � V ♦ / / \+� / ' � % ----- III � oC�\� //��,, �°O(''�1L.,�'� ♦ ,'/ /' vV _`-SD - 14.-- '- -� = !/ POSSIBLE BURIED TEL. CROSSING PER RECORD DRAWINGS UU o /; �� `.\ `O ♦ i I Ni.' �p♦---FO- - - --- - - --- - L ----FO----FO-- --FO----FO-----FO----FO----�---- --Fb-------FO�- -FO0----FO-----Fz _ � --FO `'v --- - - i=; p` -- FO ---FO----FO---�9-= - F4�------- ------ �'-------------------------------------------- - ___ ________ __ ______------- - - - SD- ----SD----SD---F-SD----- - - I F am wo NEW am -�— — — — —EX 12_DI-w -- — -- EX.SSMH 92 "5+ ICE? � .......... .. 166+00 I ND. 4" AC W (APPROX_LOQ- - 0 6, 1 U�; - -r - 00 167 0 SEWER IN p0°0) Ocb ' 2 - DIRECTIONAL-0 O CASING /i ,) 0 0' I y A�5 SEWER IN CASING 1P8+00 169+00 ' 1 POSSIBLE BU IED ' X. 2" GAS LOC.) I TEL. CROSSIN PER (APPRO . INDUCTION 1 RECORD DRA INGS ♦ LOOPSCD DA (TYP) 0 � 00 1 EX.SSMH 94 �oQ EX.S MH 91 I EX.SSMH 90 7 -- -- ��/J �— _-- - ------ ------ - - _ --- -- T- ---_- -- -— - ------P——�—P— - T =_ _ __ - -T ------ ------ -_ --- - -- ----- —T -� - - T --- — -T I — — —s-- - —T — — —�— —� --� — I T T T =- T �- T �- T- T- T— T T T —}- T T P- T P T T T _ T (r - G _C--Q G— r ��-G---_ ----�----- - -- -�-G�J G� O 1\ G G G G G--------EX4GAS G_GjA G-�- G (APPRbX. LOC.) 11. EX. CATV & TELE SAME TRENCH (APPROX. LOC.) TL#032305-9093 0 IV`� o� �� �2 O~ /� ti '� ,, A4 EX.SSMH 89p PR.SSMH 90A � l 11 / EX. POWER (APPROX. LOC.) ---`_ ill \,I', � " 1 l �lb� /�°� Q�QTILhO32305-9097lb �s li i ii i i IF= rn ca in UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTILITY PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES OF THE EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND UPON LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGER/ABAM ENGINEERS, INC. AS DESCRIBED ABOVE. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY, EITHER LIVE OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGER/ABAM ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF STATION 162+60 AND EAST OF STATION 189+75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER MANHOLES BETWEEN STATIONS 162+60 AND 189+75 ON SUNSET BOULEVARD AND BETWEEN STATIONS 174+00 AND 200+00 ON DUVALL AVENUE. THE DRAWINGS RECEIVED FROM BERGER/ABAM INCLUDE RIGHT-OF-WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH ROTH HILL IS REFLECTING ON THESE DRAWINGS. EX. ELE EX. PWR (APPROX. LOC.) 405 4O5 - (APP OX. LOC. EX PWR X. 8" WATER EX. (APP ELE EX. GAS OX. LOC. EX. TELE (APPROX. LOC.) 400 400 - - ■ ■ 395 ■ ■ ■ ■ ■ ■ 395 ■ ■ 22LF ----' -- ■ ■ ■ 118LF ----- ---- ---- ___— -------_' __ -- — SL=0.0079 12"PVC ■ ■ 201LIF — — — — — — ---- ---- ----- — — — — — _ --- — ---- ---- ---- ----- -- SL=0.0091 " DIA 12 390 ■ — ■ — — —' —__ __—____ —390 -- ---__ ONC. 2"C-- -- - - --- - -- - -- -- --- --- --- 12"CONC SL= 0.0068 — 2" CONC. ------ SL=0.0070 EX. SSMH 89 38rJ EX. SSMH 9 2.37 (S) RIM INVERT RTT1IN3-3 IN 392.5 385 S — EX. SSMH 91 INVERT IN 3 400.9 IN 390.7 IM INVERT (E INVERT OUT 391.85 (W) TRENCH INVERT OUT 39255 (N. EX. SSMH 94 RIM 00.74 INV RT IN 391.4 N C SS H 95 INVERT IN 388.82 (E) INVERT INVERT O 39 OUT 0 S 78 (W) 380 380 M 40 .47 INVERT OUT 388.53 W VERT N 388.80 W) VERT OUT 388.10 W) 375 375 PROP. 15" HDPE PROP. " HDPE PROP. 15" HDPE PROP. 1 " PVC CUT PIPE BURST CONC. PIPE BURST CONC. PIPE BURST CONC. OPE 370 370 - - - - - - -- -I' SURVEYED: MJL DESIGNED BPW/KRG DRAWN: BPW SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M . CITY OF RENTON 1%J ri tu%J 6 oiu SUNSET INTERCEPTOR PHASE 3 DATE 8/16/2004 FIELDBOOK: PAGE: DRAWING NO - N0. REVISION CHECKED BY I DATE I APPR I APPROVED: Planning/Building/Public Works Dept. SEWER PLAN AND PROFILE NE SUNSET BOULEVARD OF: 3 16 1n 0 0 CV 0 �r cj I L#516970-oil 5 �Pv TL#516970-0110 TL#032305-9282 �P� �� I EXc.MJ�I 100 0, AbPP�OX. 130' N � �O Oj ,6F X.SSMH 92 ADS �A). S---- OS-----OS-----t7S-----75-----GS-----GS-----GS-----GS-----OS-----OS---- QP (N,bT SURVEYED �� �' �O ,�4 p°> 0 h' F i i i i i i i i i- iii� ♦ ,� ❑ 4�I� ��D V I �p Q<v p i�=.� i,' , �1 p�, 5� D �j� c� Ac i i i i i i i i ' � i i '� � '� / � � i ❑ I I � .� �� it 11 it � i°` �, ,• � II II II II c� � �O�ii �L ' O O' VC - ` o= - - ->`�= J -1= tea= � ---Fa------f--fs---------�� ®---•--�o---'� . —�-- EX.SSMH 92 p�K OV 4J II I li 1i \ w 11 i APPROX. LOC. w �� Op ii ii i ii` it it\EV8" DI W u I I I I I I 11 / i t tiY Io r� II 11 II II _ 1 -- --OSII I 1====----- ---- ---- --- - II I ---------------- I �f ----- GS— -1 `��---------i---- 0 0 i1` GS---- GS---- ❑ OS--- �s�---- 'I - I�1—G-- Gs— -ir — — ❑ I, it II �� - -- -- FoJF cY�� _ - -4 EX. 12" DI W - --- - ------------------------------- ----- -m -- ----------- v0 p „) ABAND. 4" AC W (APPROX. LOC) _ - --------- -- - ---- -- -----------��'----I-------------------------- ----------- - - - - - - - - - - - - - G��------------------- -- - - SEWER IN ' VppOV o1jj A^ I �� o> C � 0 CASING � O�i�,�,�°'o,��„�• i a p �- — cj 169+00 00� �o o 1170+00 171 +00 172+00 -� X. 2' GAS --- - -- - - t �OO G - -} - --} g b EX. CATV & TELE a0 SAME TRENCH (APPROX. C.) __ _--- _________�__----- _____ =_�__ _---- ------ --- ------ D---------SD-----SD --- - ----Sf�---� S 0 SD- g -_ - T - - T --->T =ram- T —1 -s—P T T �— T —� �- T T — -- T�_ _ T _ T T T -- T T T T T___ G LG -� I tin \ EX. POWER L� / ---- _ I (APPROX. LOC.) Q/ EX.SSMH 89� PR SSMH 90A �aoAp^����,� „ % % o �� EKSSMH 88 — ii5 A°V ___________________________ '� � (jjq � lb iicp ,A5-)) Cp I 0 lb cx UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTILITY PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES OF THE EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND UPON LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGER/ABAM ENGINEERS, INC. AS DESCRIBED ABOVE. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY, EITHER LIVE OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGER/ABAM ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF STATION 162+60 AND EAST OF STATION 189+75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER MANHOLES BETWEEN STATIONS 162+60 AND 189+75 ON SUNSET BOULEVARD AND BETWEEN STATIONS 174+00 AND 200+00 ON DUVALL AVENUE. THE DRAWINGS RECEIVED FROM BERGER/ABAM INCLUDE RIGHT-OF-WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH ROTH HILL IS REFLECTING ON THESE DRAWINGS. EX. -ELE 405 (APPROX. EX LOC.) PWR 405 -- - A . EX. GAS (A PROX. LOC.) T ■ ■ 400 ■ 400 ■ _-�rt----- - — — — — --- ■ ---------- — — — — __-- --__-- 351LF-- ___ _ -_ SL=0.0132 12"PVC [E'X. SIDE 395 ■ _-_-_ __-_ — ----_--_,- ---- 395 ELF _—_—_—_— --_— -- _ ---- _'_-_— _--- 1.0079 2" 12" PVC OEX 18" SD 390 EX. SSMH 88 390 RIM 403.30 INVERT ltq-397.26 INVERT OUT PIPE 397.18 PIPE EX. SSMH 89 401.53 385 RIM 385 V PT _1N_ 392 INVERT IN 392.5 S - TRENCH INVERT OUT 392 55 (N) 380 380 PROP. 151 HDPE PIPE BURST PVC Q W-1 "? 375 U) co 375 Ice- - PROP. 15" PVC OPEN CUT WK71"m Fu"rqt:wi-"% pot �� -,rm% 44 U7, u SURVEYED L0 0 0 CV z 0 (10 cr w Li J w Vill \EX� ROX. LOC. / O / I h �� l 'r v ti i . V � I8" DI W O /, / \� i / �• J�' C� Q O 0� I C� `1 v a°SQ I ro /, i i i i i / �v p0 Q J �O ��O v Q J // II II I / I �c11 11 11 I \ (v Q> I c�Q �i / \ \ \ // Q / / / / / ao I I , ,%____ --___ - _ ___s% / A�CwO /' ,, ------- N----SD---- SD / / X SD GSA---- —n11 as—--o.�II _SD--- NE SUNSETBLVD e0 0 , —���° ,411 C�`��^_o I II _ _- -�-- B I - _ it / ❑ I - _---� - - - - - - - - - - - - - _ � � \ ' v� —I - PIi - -----LI - CO _ iSD-/ jF----o \ A,P ETIC Qw a '•'1 v0 °'P C/ of------===Fa=-1F-0-P -- -- -------- ------ DIRE DRILL YYY��rVQ WALK ALK/ _____ G ----------- ---------------- ----- --- --- — — — — —1 — — — — — Q I --------------------- _- ----------- 11 �o� a0 o,4Y (b. 172+00 410 405 - - — - - - EX. 12 DI W /T --FO \- -Fo--- /�?0A> — --- ---- -- ------------��S�r -- ABAND. 4" AC W -- -�--_ /a9- -F —o - -- - - - - OJ�� --- (APPROX:-t@Ej _ _ EX. 12_DI W I COo �/ e- _FO- 0 DOUBLE YELLOW R.P.M. ' / // �� - V�,o - - - - - --} - - - - —}/4+vu- -- -� - - �— -1 u_ -- - - ins Fro/ DOUBLE YELLOW R.P.M. -1---L - ----_ _ / I ------ -- EX SSMH 173 DASHED WHITE LINE W/ R.P.M. 600 �C� EX. CATV & TELE / SAME TRENCH F (APPROX. LOC.) �h o so--- - - ------ - ---- - --- „- ___ _�__ __- �_�_ =__— ________ ________________ __-________------__ - ^� PR.SSMH �3Y��oueLE Ui�l v __ �/ _ TL— T� SST T T y' T --- T P T-� T T T SLOB T - T T// T a0 O� a° �L -- ---------L--- - Q-----I- -�,P 4- ----- \\--------------T--------- T------TT------= --- -- ----- T------ B �\ O J� 0 T I T cx) CAP P P P \ /! / / X� Q�'CQ / T w E Llnl am Ails mmff-- IIIIIIIIIIam F I r h ZL /o / _ R.SS 88A P'-8XAL�EXSSMH 88 H — R OSSvIH _ --------- --- - �I 71 �� � �°0 � p `♦�♦1yI � 1,' 1 I // / / / / (�����°Q I /I /ri'O///ier/' r/,,,/�/ �//// / PEX. CATV & TELE SAME TRENCH GRASS 87A(APPROX. LOC.) ♦ II tX. POWER0C/(APPROX. LCPlNG`TL#516970-0092 P �'� m TL#516970-0040-------------________ o�� �� ��b / f //� ♦ `` / �\O J� _' \ I C / �O 0tA �1 O� / \ ®� �N1 Q'z: GQ �\ ' // �r / F J \Q / �L' 'ir P/k.SSMH�° A67A A, lb UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTILITY THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL o PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES OF THE ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY `\ ' o'r ♦ , �i' ,' / �,� a o`' a EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND UPON BERGERIABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGER/ABAM LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGER/ABAM ENGINEERS, INC. AS ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF STATION DESCRIBED ABOVE. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE 162+60 AND EAST OF STATION 189+75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER il� ® �,� //r;' / / ;'' / ,r oQQ// �+ �`� „' i ��Qa� Q �a,\�\ a o 0 THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY, EITHER LIVE MANHOLES BETWEEN STATIONS 162+60 AND 189+75 ON SUNSET BOULEVARD AND BETWEEN STATIONS ;I ; r°r' / O ,'�/ / / �i�� „' O / O � a oc�a. v OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. 174+00 AND 200+00 ON DUVALL AVENUE. THE DRAWINGS RECEIVED FROM BERGERIABAM INCLUDE �ii �� /' //r;' / X ,���� / Y d oP ," Q� p 0 /i �a ao RIGHT-OF-WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH ROTH HILL IS �% ;l 11 / i' / h'� / �' 1iEX. H /% OJ ��'� o� 0 v0'10 QO ao REFLECTING ON THESE DRAWINGS. �4 ,' P�/'i 4 / 0 1 Q O O� Q�' Q Q �a r/ /i' / ii / / 167 .o e m F a o),�Q �P' F yQ ,� �c1 .rvn.: LOC, AtiANU. 4 AU W PFHF IKUX. LU( EX. PW " (APPRO . LOC. EX. 21" SD LO�PS E (IE-UNKNOWN) EX. 8" W TER 400 ■ ---- - --- ---- - - - - ------- �- - 323LF--------- ---- O -- ---- -� -- ---- --- --- ---- ---- ----- ---- -- EX. SIDEEWER _ _ - -- - - - - - -' - - - EX. SIDE SE ER EX. SIDE EWER STUB (CA PED) 32 12" PVC STUB CAPP D 395 [EX. SIDE SEWER 390 385 X. SSMH 188 INVERT OUIT 397.18 PI EX. 8" WATER 410 ■ ■ ■ t ■ 40- ---- ---- 117LF------- --- ■---------- — 124LF — — — — ---------- .m------ 8 — - ---- ----------- SL=0.0440I -- I 8"PVC---------- ---- ---- — SL=0.0033f 8"PVC 40C INVERT IN 400.70 (SE) INVERT IN 400.56 ( E) INVERT IN 400.59 ( ) INVERT OUT 400.51 (W) PROP' 1 " HDPE PROP. 1 " PVC PROP. 12" (PVC?) PIPE URST PVC OPEN CUT REALIGN CROSSING? $ -15"? SURVEYED: SCALE: MJL '' �,•r ►+_ m li{,p.i «a Ali VERTICLI198Fvri 1"=20' HORIZONTAL: NAD / 991 DESVGNED: y BPW/KRG DRAWN:\�Y ` �,• (� •� BPW ONE INCH CHECKED: DATUM AT FULL SCALE Nn. REVISION BY DATE APPR APPROVED: SCALE NOT ONE INCH ALE ACCORDINGLY 8" CONC. X. SSMH 16 I qVERT IN 40 .17 (N,S I VERT OUT 01.17 (N Q ti co u) U) w PROP. 8" PVC CITY OF RENTON Planning/Building/Public Works Dept. N CUT _X. SSMH 17 39 NVERT IN 4 1.76 (E) NVERT OUT 401.58 (SW) 39 Q — 2 cn cn a 38 38 DATE: SUNSET INTERCEPTOR 8/ K6/2004 PHASE 3 EIE PAGE: DRAWING NO SEWER PLAN AND PROFILE NE SUNSET BOULEVARD SHEET: 5 OF 16 i LL N O^ w r DIRE WALK / I?C \ D /�\ V/ �� / �� CROSSWALK ^ — (� \ ") cb ^•fib` i --0 Fo o T �Q 12" DI W N Go E_XSSMN 173-�-- � / / 1 Q o U p cp _ t4 ii U-1 Q)` '1ASPH�LT i W p� OAP 001 \\\� FO-----FO--I--FO-----FO- FO-------_ _-F = _---_F jll DRIVEWAY I' ---FO----- T T T T T Tim T - --FO-T-/- - /1---------- - - I - -- I -- ----------- -r--------- 7---- -----��--------- -- - 7— -- -- r----- --- — ------ — T --- ---—FO pR-WY —FO 1 ~ P P - ~ P - -- P �� Li -^ - ------ -�_L -------- -� - -- - -- f ---- I - ---- - - - - - - - - - - - - m ABAND. 3" AC W ( PPROX. LOC) ----��--- — -- DASHED- WHITE "INE-W-RP-M.----------- — f-------------------------- �� EX.SSMH 216�QT�T�o-�����_�_1_ Q SINGLE WHITE R.P.M. /� 1 178+00 / 179+00 DOUBLE YELLOW R.P.M.3p / ' 1 / �� 111) �/ DASHED WHITE LINE W/ R.P.M. "� ..� op EX.SSMH 174 -- _0- I� , —��D T T T T T T T I -SINGLE WHITE R.P.M. — T T -T T �i T _ r T ) T T �"� --- _ __ ______________ " ___ -- x=�---- T 31 T -T - --- D SLCB —1 P - — P -- P - —P ---- -- -- - ----- - - - -----<icn------- / P SD- `- - - �--P-irf-- - - y,Ysn- - - -1��_ C��-T- —' --------- co GRASS / P — — — — v — r� CROSS�IV ALf� ___----P—r--- f � O G h @ 1 co 1 ov Q PDX ok qj �6-7 A o o'er. b / Q j ^�' OO / ��4 O �(o ��1� ^ 415 410 405 400 395 390 �I n ,r mil // 00 ov Uli U u mD r Q(va TL#516970-0085 �0) / o � O i p EX. POWER (APPROX. LOC.) ha 05 t� ry _'_----� `❑ (IV a n �Q �xr (o Q h Q ro TL#51697( Q L J� eVa Qry fb C�^ �4�j� o J Q TL#516970- 0075 / / UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTILITY PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES OF THE EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND UPON LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGER/ABAM ENGINEERS, INC. AS DESCRIBED ABOVE. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY, EITHER LIVE OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGER/ABAM ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF STATION 162+60 AND EAST OF STATION 189+75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER MANHOLES BETWEEN STATIONS 162+60 AND 189+75 ON SUNSET BOULEVARD AND BETWEEN STATIONS 174+00 AND 200+00 ON DUVALL AVENUE. THE DRAWINGS RECEIVED FROM BERGER/ABAM INCLUDE RIGHT-OF-WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH ROTH HILL IS REFLECTING ON THESE DRAWINGS. F�JMiNAR" r N, la� Mf,"% 1',1 fin' �► � � � M 415 EX. PWR EX. INDUCTION LOOPS EX, PWR EX. 8" W TER EX. 18' SD EX. GAS (APPROX. LOC.) APPROX. LOC.) APPROX. LOC. EX. 8" W TER EX. 8" WATER 410 ■ ■ 405 ■ ■ 290LF —...._-- — — — — -- W— — 32LF— ■ — — — ---- ■ 124LIF ------ -- —— — — —— ———— — — — — —— ------- --------- --------- — ---- — ---- ---- ---- --------- SL 0.0033 8"P C S00403 . — 8"PVCEx. — — — — -------- — — — — — — — — — --- — --_ — SIDE --- 40 8"PVC --------- — -------—__-- SL=0.0033 8"PVC 400 8" CONC. EX. SSMH 174 SSMH 216 X. SSMH 6-A X. SSMH 17 RIM 409.78 INVERT IN 4 INVERT OUT 2.73N 403.06 W RIM INVERT 410.06 IN 403 -- RTOtJfi 05 (E) 395 IM 406.E JVERT IN 40 .17 (N,S) NVERT IN 4 1.76 (E) JVERT OUT 4.01.17 (W) NVERT OUT 01.58 (SW) i 390 M c C c c 6 L L C L C c L c c L. L L L L UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTILITY PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES OF THE EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND UPON LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGER/ABAM ENGINEERS, INC. AS DESCRIBED ABOVE. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY, EITHER LIVE OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGER/ABAM ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF STATION 162+60 AND EAST OF STATION 189+75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER MANHOLES BETWEEN STATIONS 162+60 AND 189+75 ON SUNSET BOULEVARD AND BETWEEN STATIONS 174+00 AND 200+00 ON DUVALL AVENUE. THE DRAWINGS RECEIVED FROM BERGER/ABAM INCLUDE RIGHT-OF-WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH ROTH HILL IS REFLECTING ON THESE DRAWINGS. O T r 'r � TL#516970-0051 �� ; o ^ �#807903_0480 �/ I I 1\�RIXM�111.35 H 219 ii it h� o ° e h" / I, , I II I IE=405.66 E j Gi ci h• h`V (h li p�° I It IE=405.60 W p p o h `y _ li a o o TL#856190— 8888 II I I O j �/� I •4 �p I j I� I I �� (�Q Q O 1/ -Z N CO�� /v I I I 1 I kX O �� V Z 44jQ m O �J O S� I I O10 GOQD o. Q Opzif I O v J f i�� �'7 cz ^ 1111/1U1U�t� x L-- v II O 11 / 1 c II I — Q II i I �� = c� Cv ^ ^V // �' � � �I CQom �l —\ k �Q I i' 1 — x O W^� I It ~ I "� p�0 Z it i X ` h L 1 :O �� W I It � `` N/ �41 b ry x �l cv o x I I I 1 I I p o ( �4 LL �' I I I Q 1 ^ G I ,�/ I V X� / II a. c 1^ I I I h I I 1 cD cv 1 n I 1 NE SUNSET BLVD x x x ( ) 1 ry �=�-0f- r---- F9-Q$� F9�- �-F9-- ID - I —, o- P^v T T --- ---- -- ------------ --- ------'- ----- - I--=fi-L-i------T ----� T T - ; -T ----�_T�, T----- - -- ---- T ��T T 1 �S��Fb}- �8 \ T =-----�---- -- T ----- r- T--- -fi -- T----- --fi--- fi---- 1`= - 1� 1 1 _ —SD----- 1 ---- ��---FO------FO— —0— -- _41 --- == =-�_ --- - ---- // -- -- - __ --- ���-- -- --- -- ---SD --- --cn sD----- 1 I _ — --- =�r" o=:c1= -� - --- 1 - --_ �_-- __----------------------- ---__----------___--_________-__- -- ---_-____---------------- - ---- --------- - — — - - 4- SD Q 0 ----------- EX. 12' DI W '404 E p 1 Ex. 12" DI � o�QQ 1--------- 1 1 I — ----------- ----- ----------------------- 1 _— �f_4�4'88 � ---------------- m ABAND. 3" AC W ( PPROX. LOCI — — — — r— — — 1 1 1 - — — 1 - ---- ---- -- --- c�--- --- Q /�'^�---------- --- — — — ----- — ABAND. 3" AC W (APPROX. LOC) r- t - -- - �--1 ---------- --- -- _ ---- _ EX.SSMH 216 �7,o- 1 --- — ----- EX.MH I EX.MH 217 l N o _ -- - Q o I RIM=410.76 1147 A. x a 1 180+�� C/ J RIM=410.16 181+00 = I x _ IE=405.14 N � � = 4 40 E �- w Q 82+00 18 - ----- - --- - I -_ - ---- - --- -- -- -1--- - ---- _ -- - _—_ - _ - - -- --4E 404.5 �-______ _- _ - - --}- - -� �-! - - -- - =�4.38 - - - - -- W .� - t -- ---- '�' ate. (TIE 10N MH) i�oh EX. CATV & TELE--} - C Q I SAME TRENCH 1 c� APPROX. LOC. - ---- -- — ------ - --- - -- I-- I� EX. CATV & TELE ^ I _ SAME TREN --- ���— --- - -- -- a ------- �APPROX. LOC.) EX.SSMH 174 Ex. 4" GAS GGGG ------------- v G G G G (APPROX. LOT- - G G G - T- --T T T T T T T T T T T T T T — ------ I T- T T T T T T T T T T T T T T m P P P P P P P P vip P Q P P P P P ----- P P P 13`— �— P P P - P P v P R� �SD- - - �--SU- ----------------------- --ZZL ---- -------------------- ---- EX. POWER Q� (APPROX. LOC.) Q J TL#516970-0070 V' eV b 'T O CO TL#516970-0071 .4 �� I 0 r�( T T T T— T C T ��— T PP - -- -- ----P v EX. POWER (APPROX. LOC.) TL #032305 ` 9061 h TL#516970-0070 -G —G EX. 4 GAS G (APPROX. LOC.) h 0 420 415 EX. GAS — - -- APPROX. LOC. EX. GAS (APPROX. L C.) EX. 1 " SD 410 405 - -- - - _ --- ---- SL=0.0037 ---_- - � ■ ---------�-_-- ------ 8"PVC - -- -- ■152LF■ - --- 32 8"PV -- ■ - ■ ■ -------- - -- ------- --- ------- -- --- ---- 130LF _ ----- -- ----- _ ---- ----- ---- ---------- --_- _ --= SL 0. 6"--- ---- -- ---------- 219LF --- _ ----- ---- --- ------ 00038 ---- ---- ----• _--_ PVC = 0.0 03 8" PVC EX. SIDE SE ERJ EX. SIDE SEWEF E . SIDE SEWER EX. S DE SEWER 400 216 RIM 395 INVERT (E) \EX. RIM INVERT INVERT SSMH (SSMH 410.16 TIE -I IN 403.9 IN 405.1 ) E) (N) EX. SSMH 217 404.38 (E) 404.40 (W NIV INV INV SSMH 218 8 (E) 2(N) (b RTOIN9404. RT IN 404. RT OUT 404.89 RIM 410.76EX. INVERT IN INVERT OUT 410.06 IN 403.05 i A a 420 415 - 410 405 400 95 SURVEYED: MJL SCALE: 1 '=20 1988 HORIZONTAL NAD°1983/1991 DATUM "OR , CITY OF •' ' hL _ RENT 0 N Planning/Building/Public Works Dept. SUNSET INTERCEPTOR PHASE 3 SEWER PLAN AND PROFILE NE SUNSET BOULEVARD DATE: 8/16/2004 DESIGNED: BPW/KRG FIELDBOOK: PAGE: DRAWN: BPW ONEINCH NSCALE CHECKED: AT IF NOT ONE INCH SCALE ACCORDINGLY DRAWING NO: N0. REVISION BY DATE APPR APPROVED SHEET OF 7 16 W W Q Z W J W O tD 00 3 0 Z Q J 0_ W Lo CD 3 0 0 0 J I 0 0 V) 3 / 0 0 0 in 0 0 / i� w Q z W 1 to 0 0 N z 0 o' w w -I 0 3 w H z G EX.MH 192 � ` RIM=434.27 O TL 80TL#807904-0140 \ \� Z�E:428.28 N CHAN7904-0130�`LPO `Q TL 807904-0120 # E418.80 10" N IE DROP # \ I E= 418.64 S tx TL 032305-9185 APPEARS TO BE # 12"TEE W-E-N x • IN CONC VAULT x_-- NE SUNSET BLVD\ / —x — --FO --FO-- FO-----F ---- -FO- -- FO-----FO-----F�--- --- — — — — - - - - - - - _ - - - m __-- _ 60 & LEV 3 FIBER-FO-----FO-----F----�0----- _ ------ -- I FO-----FO---- - - / s0 - ___-_ _ __FO-:!:I- _ �- _--�:�_ --�_F -----K-----F( C ---- 9----- --- # =_=_ �_- _ -- - ---- ---- ---- --- ---- ---- ---- ---- ---- ----F FO- FO- FO- FO- FO- FO- -FO- FO- FO- FO- FO- FO-_ _ _ - — __ =¢r - - - _ _ _ _ — / - SD ' _ �'=—�D=�F - - - = F es=- - - F(( - -FO- - - - -FO i----SD-----SD-----SD - D- SD------�D-"---�[3" -�D---SD--�== --- --�— -= - -SD- D---- � SD---- o 9 I --SD--- --SD-----SD--- r �o- — r r— r r r r r r r— r— r— r r r— r -SD- �- Q -SD---SD--------SD-------SD----- r r � — r r — — � — � r _ ------ —SD— I EX.MH 277 — r r I� RIM=425.97 --r—r+rrr—Lr--rrrr--------rrrrrrrrnr—r IE=417.78 N C1a --- _ 190+00 fE=417.81 E - X.MH 276 189+� _ _-- - - - - I - - - — - - - - — -- 191+00 RIM428.94 _ - = IE=428.94 E - - n All- IE=428.92 W EX.MH 278 �� - � RIM=417.04 9 IE=406.86 NE I =406.90E 'O� zzz - �=�t06-g�--W-�� - EXG 4" GAS .' G 0 C� 0 G G TL#032305-9078 O OFIP - - - --OHP---- -- - OHF OHP--- — v _7W UHI — OHP— -'—OHP---...--OHP-- � OHI THESE DRAWINGS WERE PREPARED FROM BOTH A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGER/ABAM ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF STATION 162+60 AND EAST OF STATION 189+75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY SEWER MANHOLES BETWEEN STATIONS 162+60 AND 189+75 ON SUNSET BOULEVARD AND BETWEEN STATIONS 174+00 AND 200+00 ON DUVALL AVENUE. THE DRAWINGS RECEIVED FROM BERGER/ABAM INCLUDE RIGHT-OF-WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH ROTH HILL IS REFLECTING ON THESE DRAWINGS. 4 4 0 ----- 4 4 0 43 - - - ■ 435 ■ ■ 430 ■ ---- - -- ■ 430 EX. GAS 00398 425 ■ — 425 ■ _ 2791-F— — —_ ,� — _ ■ _-- _ -- EX. S MH 276 --- _---' RIM 4 56.54 420 ■ `_--_— INVER IN 428.94 E) - _ --"� — --- INVER OUT 428.9 (W) 420 415 — — 415 l _ ■ 265 LF �- — - ■ — — — EX. SIDE SEWER EX. SSM 277 410 ■ —___ _— ___— RIM 425.97 410 INVERT IN 417.81 E — INVERT I 417.78 N INVERT UT 417.73 ) SIDE SEWER 0.0041 405 405 EX. SS H 278 RIM 41 400 INVERT .04 IN 406.88 ( ) 400 INVERT OUT 406.90 (W)