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HomeMy WebLinkAboutCAG-20-065 -Duvall - Survey t • GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. ®O STA 910E38.1,35.0L WORD Aah O SfA91243132,MU y2pp,_UBpO 2. ALL RECTANGULAR CATCH BASIN FRAMES AND 4�Ap ORlMN T6011 ractn 1 {4N OFFIFIIE l000 6 GRATES SHALL BE VANED GRATES PER COR STD CIRP _ —�' __ L_ PLANS 204.00 AND 204.20 UNLESS OTHERWISE �. _O -. .. _.-.._ �— -'-ii___-_ _- �- J �/-' /,__�:>r.�- _.._..._p- NOTED. jl�`. 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER Tree BOI RIM EIeOaion(at lava pdrtl' Tree Box RIM 000SS It bow POtl): to DRAINAGE NOTES. 9Won B offset 910M0.8,330LT A Seaton A offset 912.387,33.O1.T N ear.a Top Baled-Curt'.437,02 \.-CB019 lO pev.el Top Beckd-Calb.433.22 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL _ The km Id hsc fdlowBN Curb • The Dee box lb has ftYDn the curb • t1 SEE COR STD PLAN 220.20. L. e W2 0__.._...- _._____- � 0 dope. 0 p G D Owe. -C G., C X S. ALL CALLOUTS ETO THE CENTER OF THE _ AR N 400 909400 ( — - _ 9111.00_- -.--. ---_ 'two - H2W - -.. 0 IV' STRUCTURE. Yee — — I— —I — I — —'T — 1.— I I — — --I w N— - N - 6. PROVIDE STORM DRAIN INLET PROTECTION,PER DUVALL AVENUE NE COR STD PLAN 216.30,FOR ALL NEW STRUCTURES 8 C-UNE AND EXISTING STRUCTURES CALLED ON IN THESE j N t _-..- _ . • ,y, • w ee PAVING A SHEETS. ROADWAY OPERATIONS ARE L Q _ -. -__... �- ...._ .._._ ...:r. y ..- ._ '� _ — OI MAINTAIN INLET PROTECTION UNTIL d Q -- ]- FOR IYPICAL IF AT CROSSINGS,SEE DETAIL 2, w - - ��Z SHEET 5DI0.IF AT LEAST e'OF SEPARATION Z BETWEEN UTILITIES CANNOT BE ACHIEVED,REFER _ • O TO DETAIL 3,SHEET S010. U 5TR 913+855�9,C3L�6RJ U 1- RIM EL=431.90 < NOTES: 12'(CDNC)IE-429.10 IN IS) fl'MONO IE=429551N(E) Ol MIN IN TYPE 1 PER COIL STD PUN 200.0( 12'(PP)IE42H,1000T(N) O CONNECTION TO DRAINAGE STRUCTURE. k 0 4'X4'OFFUNE TREE BOX BIOFILTRATION UNIT PLAN 0 CONCRETE INLET PER COR STD PLAN 200.30 WALE IN FEET ©CATCH BASIN TYPE lE PER COR STD PLAN 200.10 2 0"4 O CATCH BASIN TYPE 2 PER COR 5TD PLAN 201.00 F' ea•....._.__.._ •--- 1160' 1-4 Gr 9 _ 91 D1T 8TA RM335000T w.N} t Mom_ 44V 4runrfn6RRN6AF-_ ~20>nr " -._-.___ _II, 7 i -- • AT ------ 1 r uNI DWI h Y— I7 43,— — ---- ----_..._------- qP ili T 00191Y4EI STA910M431SL g6 G GME EXISTING AT- PROPGSFOCJIADE AT RIM RL=36.41 19511E 1r wry X C INE gym � ) IE43L93IN 14%WI 1-0D16RIFT IE431.95 OUT U N)r, __.___... _-.__ • 1 &. al .-.._ea 3a e.P 1 it I; za 4 Ba 4 4,: 4!4 iI 11 44 4,E it 901100 040 00 01000 031400 012400 CBSITYPEI 013000 STA912H3d331A L d' PROFILE _ 1EE42BE18 IX 12( •,S) 4 E>°129.201N A 6y' MOM 1.420' yam;1'�• IIE002B.IB OUT(1r,N) ..6. W.I. �OTOaoPT DUVALL AVE NE oAAwulp NO. $DS a� ° °"A°"'a''- --- I CONFORMED SET CITY OF RENTON PROMPT Rt 114177X43 g .�$9 . 14 DOM et lit_ _ NT INN AN9rp PIIT aReP.RD [ I "( ` ::' /rE _ ritiI� _. STORM PLAN AND PROFILE MOANN .�. ...M:w.. Arr TDRcaNETwcnoN _ %p' nOI LIm 4a_.__ STA 908+00 TO STA 913+00 uTE: mom NOW. REVION0.01IION IV APP. DAlc ti... .'..... as: 1779845sDd.a ---- N. n: 0TEfl]4'rr SHEET 6 OF 13 SHEET NO. 45 OF 94 F87.1,3B5'Li GENERAL NOTES: T TRENCH TRENCH DRAWBFGW L CONTRACTOR SHALL FIELD VERIFY ALL COSTING E1 I ] / ©SEE DETAIL 17 UTItM LOCATIONS {`L.ILY v3] 9TA 914�35A,35A'L b® Try IEM21.85yy` Jvl- 3 STA91445.9,35.011 C8823 1 `�� 4'W'OFFIINE TBBIF"�\ 4 `II L3 4'X40FFDNE 788U \� g. 'M` ` tY(DI)CULVERT i 2. ERASRECTANGULARVANED BASIN FRAMES AND _-{q'py[��, /'� ' �{1-.-'..s.' _ '11'_ _ �. BT GRATES SHALL BE VANED GRATES PER CO STD ,7 �� '' •'P--(/'• - / 4LP 1Y PLAN 206.03 AND 20420 UNLESS OTHERWISE •� _._ _._..__ _.__ _ NOTED ce rrin ylwit�- - eion&o/1se 914.384,33 DLT - � - u'l^I ebn&dh:N.916.375.33.0'LT iWNE ".n C EMI T 12'IPPI----� 3. SEE SHEET lA2 FOR AODITONAL SURFACE WATER •r ) N DRAINAGE NOTES. F Tree Ba RIM Elevens al lower pant} Tree Bdt RIM EI 6*3(at Idve pdntl. W O 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL = Sea al Top Back-of-Cab 42900 Bar at Too O ko4Ou0.42533 N SEE COR STD PLAN 220,20. N The Wee box lid has tolow the curb Z. Thutr box10 hoc Follow the curb slope. F� WI _._r� Islope. SG _._...__....0.-___ _-..:. -E- --.. -._ _.. 6'G_.p_._.....-.- p p-____. _0..-__ • yl5. ALI CALLOUTS ARE TOIHECEMER OF THE 100�� !i,N90 ryGn- HBrBO 916fOB A., _ y1T4M I 91E W STRUCTURE. n NT I - •� - _ _ - TreeBaRlMElaebn(eldeapdNY 8 -- Tree Ebx RlM paeVml[war poh0'. pp 6. PROVIDE STORM D(WNINIET PROTECTION,PER 3sim&MseC 91N315,33.lIRT ja,�, Slam&offset 916.37..43.ORT ® + COR STD PLAN 216.30,FOR ALL NEW STRUCTURES r____.__ Elev.el Top E'ackd-Curb 4n5.0 + -- ' "-"-'-'� AND EXISTING STRUCTURES CALLED ON IN THESE Ba.et Top Beicd-Curb:429.33 -'.- _..-..--- -_,_ _ r t_ + ...__ O1 Tba Wee box Ed has FdRw the curb DUVALL AVEN The tree Cvx NJ nes blow Na curO f p. SHEETS.MAINTAIN INLET PROTECTION UNTIL •S slope,end the sidewelt lm9W6Fel and _� el the sidewalk lon9tudnal end �r- , Q PAVING AND ROADWAY OPERATIONS ARE -...• 19 cross slope. --- .• ._---- INN --.Y-- _. - SaalwA nlri - - COMPLETE. COMPLETE. I Z .. a __-, - Z 7. FOR TYPICAL UTILITY CROSSINGS,SEE DETAIL 2. 7- -- - -- ------- ____ _` P �-P SHEET SD]O.IF AT LEAST B'OF SEPARATION _ dap-, y�, -_-_ BETWEEN UTILITIES CANNOTBE ACHIEVED,REFER i _.. .__.___._ -_ ..__- - --''V 70 DETAIL 3,SHEET SDIO. Q 1 ' QO STA 914r35.0,35.OR-, i \� 91 L5031.5'RO© 0© 5TA 936HSA,35.OR \'CBY25TYPE1 O NOTES: A� 4'z4'OFFUNETBBU RBIEW78.74 WS, 4'44'OFFUNE TRBIJ ( STA 91fi+41b3,3LVN O CATCH BASIN TYPE I PER CUR STD PUN 200.00 RW'CT 11AA2 RR R'OR16125.OS IN IS/ RuU Li-A1C Al NMELM24.73 IEM25920U1(4',TO 1s 4•(PM 1E415.701N(E) 1E6421.92 OUT I4')NI .lg 4.0,00IE421.581N(E) S LT EM25.17 OUT IWI V. 12'(PP)IEW10.B9 OUT DV) ZO CONNECf10N TO DRAINAGE STRUCTURE. 0 414'OFFUNE TREE BOX BIOFILTRAT1ON UNIT PLAN 0 CONCRETE INLET PER CAR STD PLAN 200.30 IN FEET 0 CATCH BASIN TYPE 11.PER CDR STD PLAN 203.10 4'%4'OfpIWEMEW STA 914.35.9,35.O LT 0 ]0 0 CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 RIMEL-429.99 -...._-. -- IE4255 U 9 OUT(4',NI - - - - -- I - - 0 CATCH BASIN TYPE I PER CDR STD PLAN 200.10 WITH RECTANGULAR SOLID METAL COVER PER _ - COR STD PLAN 204.10 F _____-___ ' 4'1(1'OFFLWETBBU EXISTING MADE AT EM21.92STA 30UT)4', ) I / P�POS(TlPGMOE AT - CA1NE �!! --_, - DUNE MN ;� _ .uR�EkassA2- ]99.6U12'(PP) n ----- y0.0205 FT/FT ------------------- y • N - 9d.10$5FFT I -1 ii ~ tea" 1 -i F« w �� 1]s21Tu 47P I 5T6914 PE I Sb92ISApj' m STA919MI50315'l - I NW E1428.43 $ IE4M.091N IlY,0 1E424.09 IN(IY,E) C81124 TYPE I I EXISTING GRADE AT ... ..-........._.1E4425.09 INI4',W) _.___._._ -_ __..,,_STA91040.E'3L4'C._ IE420.W IN 12',E 1 19.6 _ ----_-- [-LANE IE42409 OUT I72',NI RIM EL424.75 TYPE IL 1E421.42 IN(4',W) STA 917.24.66 31,0 1 IE420.40 IN(12',S) RIM ELW2297 I `-PROPO$EO GRADE AT' ( ) SIN I]2'.WI U-I- CAINE ITYP IE420.W00TI3T,NI _._.__IE418.601N 112',51-. .............................._._.._____.__)6�. 1E418.60 OUT(12',N) ar. j d� .,^ apt a> as �s4 • r rr �B rr r+,Y "� �� o o� 913+00 91 NO0 916 !IIR --- 91Te01 116E80 • PROFILE • HORIZ:1'.20 VERT:1'4' • �441.66 °%t. SWIM: „ CITY OF RENTON DWALL AVE NE MAMWaMB._SO6 a FLAW[WOOSIFPA.RNDrt PRORCENO. 21417L90A5 N 0E1N"F` 1 Parametrlx CONFORMED SET TMA144041.r014OW6o1 F8AOR) ' a CNEOt . Af w mMa.><«,m musTxuclary STORMA1 PL0 TASDPROFILE R+PC N31N1 `' _ Pev"wA cTAc ��/ STA 91SHEE T7 STA 918400 NtiMN1n N1V1.0 c1.w*VTON er APP. &Alt m��+ RIF:PVF34117015-SVdwe •-�--.� ' Fv.' T pwleT�/i[ZI SIBETN0. 44 of 4 SHEET 7 OF 13 a .[ 1 III GENERAL NOTES: STA 913 03.1,3831T 2 . Q ,•SEA9c9HX13,38.5'LT TRENCH DRAIN END la STA 918.343,,'3SAI��\� _4"EW9AR220N END SEE DETAIL 4.,„,.OFFUNE 78811`fJ c.,jE_ STA 920+25.4,400'L 1 1. �OUTMI��NS. VERIFY ALL EXISTING I4."-45"VRRT - . •...'4`IS•VERi MD P O 4'd5'VERT BND(PVq, SLfb'IPVCI 4'X4'OFfUNE TBBU D ALL S.OABODR/Tr /`< it1000 � / ®� STA 931+92.9.40.0'L O� Z GRATESHALL BE VANED GRATES PEAR COR STD MS- ,l' 3 (214'-45•BND(PVC) / ltj 9C�@ '��� / 4'a1'OFFLINE TBLU 7 OTHERWISE �� , ' Q14L5'BNDIPVCI nbeVm . 61tpe 204.00 AND 204.20 UNLESS y 664•(PVC) �� _ -MEr1wC1 7,'�4.(PVQ- r„1 4Frryuq ' _ __ �� ar=., �'S�.fA00 FT/FT_, '•�-480BODR/FT�� - 4 (NCI S�.l00DR/IT a :. '- + 3. SEE SHEET LA2 FORADOITTONAL SURFACE WATER • CO DRAINAGE NOTES. oC.l`. � 4 ►�iii� G 421PP- I TIE_ 3�eR Eli r�5 11 _ Tree Nor RIM Saaoon(or 108.0 Pont} _.__�.. 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL Tree Sot RIM Elevation(a Iowa pkM) O�_ \ 'L cm,Steeon&ofleeC 920,27 9.8P OLT ._ e,j Dm Ow RIM Elevation(et kww.owl/ I yWj SEE COR STD PLAN 22030. CBV27 5 --STA 918a701,38.5'LT 3 Rev Becka Wale 4t723 - %len&offset 918.388,330•.T i_ 93/m 8a.B 921.954,380'LT -- _.- ._.-__e a-_._-_�_- _ De.•.et Top Bedc-0f-Cub:42107 TRENCH DRAIN BEGIN L TN tree boxldcr follow the d4ewelk --Y-W- 1� The I TW BeckNRWelk 41380 - �l S. ALL GALLOWS ARE TO THE CENTER OF THE The Pee oox ld has follow the win SEE DETAIL © --STA91mgRWha and cross slope I}� The tree kw id hes folksy the 5ideeek "a" W. W W -'A-W STRUCTURE. wipe. 0 gt - -_t;. 1E�419.92 c .., 9 i` l dlotoc exeee o be reel )d- T.-.-1-8 6 0 WIpINAhN elld Co�filOpe. -__J 8 8 H t 919.00 1 _ ptep 87�4N -'-6 G 6. PROVIDE STORM DRAIN INLET PROTECTION,PER MIER" - - - -�-�4-- I� 1 . oo` COR STD PLAN 216OR ALL NEW STRUCTURES Tree Box RIM DWetim(at lower point): �1 CBE36 TYPE I 1 7 1 1" - '--1- •^ .,O Sletlan&0770*6918+3T5, OPT .----1% STA 918wIb3,31 STtO ----'--2Gd1f 12•IPFI �" I) � [ - F SETS.MAINTAIN INLETSTRUCTURES PROTECTION CTON UNTIL Elev.et Top Beckd-Cerb.421.05 MST CHEW TYPE) 'DWALL AVENUE NE il m PAVING AND ROAOWAYOPERATIONSNSA ARE IBM EL.420A5 5=0.0650 Fi(FI'• lir STA 919Hi8A629.2'P© COMPLETE. The tree box lld has 60080e Cub I r INR.)E4417.61 IN(EL L • 1.1( s'^^^_^"'"e sdeNelk ionpl0ana end __ _ Jr ovve.4169401fr(u0.-- ,._�_r MM EL.417.91 c - f. P�_p -•f--Tr(P11)1E413.72 IN(S) -T ] r_......._ ._ __� __-,__ •a T c_„-,�-,r w 7. FOR TYPICAL UTIUTY CROSSINGS,SEE DETAIL 2, 'L} P - ..•_-�ii - MST 12•(CMP)IEd13.4]IN _ MI " *- SHEET SOLD.IF AT LEAST B•OF SEPARATION �rs�_ 3 -- - E� EMT 19.(CMP)E.413.27 OUT IN) _ _ - -� BETWEEN UTILmES CANNOTBE ACHIEVED,REFER _ .--gek1-`�L. l`..A�_ ._..g� I "G,�_-- 2 TO DETAIL 3,SHEET SD10. I-- y : 1 1�r ;I y�tiJ _- g NOTES `firJ�1 F N.STA 918H5.O,31SY 1 �• i 4.44'OFFIINETBBU O® 1 '���YYY���••• O �� 1 CATCH SATIN ttPEl PER COR STO PLAN E.417.6501TT(4",N) 9 i O CONNECTION TO DRAINAGE STRUCTURE. "1 1 7TYM1..: us 2 • STA 19.4788,32.1'R Z I` RIM EW18.27 3 4'%4'OFFUNE TREE BOX BIOFlLTRATION UNIT STA 918303.7,38.51T 12•(PP)1E=41332 OUT ON _ 4"-05'VERT AND(PVC) 4 CONCRETE INLET PER CUR STD PLAN 20030 / IE..421.10 g �N SCALE IN FEEI 0 CATCH BASIN TYPE 1L PER COP STD PUN 208.30 + 0®0 0 CATCH BASIN TYPE 2 PER COR STD PLAN 20100 0 CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 WITH RECTANGULAR SOUL,METAL COVER PER COR STD PUN I04.10 E __. 4714'OFFUNE TWIN 3) STA 9111.343,35d LT 4714'_WHIMTB0U 48M...44a.a, STA 920.25.4,40.0'LT I 1E417.67 OUT Tr,Ni EM CLdH91- 1E.41382 OUT(4',N)Ti EX GRADE AT CLINE- PROPOSED liMOEAT-' (7TP) 13 g6 P C4UEITYP/ 's' DUCT T - 4X PLINE TREE 4 I STA 921a92.9,40A'LT E, - - \ EM�4",N) 1 : IVIlF1rbP) - --_--_- NNIM yrpgq ' .� SQ02p5 y' RIM EW20.49 CBk41', EX MS IfdN Ff/Fi) • -___ --� C8827 TYPE IL • Wm y C�NAI921�98315'L < 41P STA 918.39843 .... T • - 79 CB42B TYPE) -. a 1E441612 IN 112%A STA 919 27.1231.3'1 STA 920.3118313'1 IE=417.17 IN Pr,W) RIM EL-418.64 - PROPOSED GRADE AT RIM EL41638 TIE=414.3]IN ur,5) C-UNE(TYP) IEN12.17 IN U2,S) NM EW13.1] IEM16121N art L7 IE.40875 IN(12 S) •i} IN ~IE•417.61W(1'r TIE=413.50IN 14',VI (4.W) EM09.]S IN(r W) � __. �6OUT(lrN} 1r _IE.416.170UT O2,N) ._ if-414370UT(12•,N)- Ne40875 OUT(1r N) 5428220 Fr/FT., „ � 3 ? 39 33 5� e .^ a 4 4 a» aA �=I . g9 o 3 . ": VV V. 4V , ^3 PA .. : I^ _ I I 921.00 988 973.88e „MOB 919.00 tome PROFILE EXISTING GRADE AT -. NOM MP ,73 C-LINE MP) VERT r.4' T • ��O(8J. 1 ts CITY OF RENTON DUVALL AVE NE oRAYArw.n. SD7 DMWNMI 'A4 OFNWI A• T11 -.. POLY WORTS OF bEPNTO Mina ll]]9g5 ''� Y W ° [NECK K Parametrix CONFORMED SET DON ON1�ON STORM PLAN AND PROFILE FED.. wPR-ypo 7,- co.lsrnucT4b.. PATE,NO. n '5' 7,• PROW ac ;%�� STA 916MO TO STA 923+00 PATE, .Ee 2p21 5 WANTTT RensnxoE�.]Pnor. 87 APP. DATE �.>�...� nu Pu]341]Iewiso Tee "� J/ ' °A1E��� � SHEETS OF 13 °f 84 GENERAL NOTES:�� 1. CONOAACEORSHALL FIELD VERIFY ALL EXISTING direction 3 STA 925+59660.IP1 lmUIY LOUTpNS 9 I —� -.STA 926.750,40.11E 3 n0 . 414'OFFLINE TBIIU �� _ �_—` �♦, \M� 2. ALL RECTANGULAR CATCH BASIN FRAMES AND __ (� v •' 45R OFFUNE TWO a ■��� T�� _ GYeHIUI EX CRB36O PLANS 2M OOGRATES LAND 20420 UNLESS OTNERW BE VANED GRATES PER CDR ISSI Lid \ TD imp _ _m .- , . _G_� _ _si zt a / NOTED. V=i I 3O-'-STA 923.92.0.40.01E 7 I}.-_C��O -r Y--__A - --__ �I►y,R � --2 3. SEE SHEET IA2 FOR AODfTIONALSURFACE WATER w _:Nit' 45r4.OFFUNE TRIM - - • _ _ w r-- r ____•--_• `_ _ _ —2r _ � DRAINAGE NOTES. vs Tree Box RIM E]eveaon(,SS M porn CUM S —�-----yam • ~-- 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, Exeom&offset 923.94.5.SS MT .,. ...--0- *—r ---Q \ 0 C p rp0 Bev a Top Back of.Welk 40949 N -' ._ ___- ------ Qom_— SEE COR STO PLAN 220 20 + — -TNetree Gttlahesfolow0,.aaeYFB6 — 1 Tree Bad RIM Eleraem(at lover pant). -_0__ _ bnOWdntl end cross aopB. Station&offset 925.621,3&.DLT — --I—I-- j "- m {EIF MN033 3 7 -- _ S. ALL ULLOUTS ARE TO THE CENTER OF THE OS Elev.et Top Back c Welk 406 14Tree Box RIM R0261Elevation 5, i LpdNl: -- ---0-1 OT The tree WA,Id has aoflow iha sidewalk Sleton&caret 826.80 5,38.1'LT STRUCTURE. N Iorgtponaew cross sope DUVALLAVENU ENVMTOPBeckc-S3k4C623 -�_,rM k- The tree Oar IN has fdlow the 9awtlk _ 6. PROVIDE STORM DRAIN INLET PROTECTION,PER N2 longitudinal end cross daps 1 .ter—' COR STD PLAN 216.30,FOR ALL NEW STRUCTURES Z'—I r---�-�-- P_----v I r,�,-�_r tn AND EXISTING STRUCTURES CALLED ON IN THESE e-_.__---.,_ram_ SHEETS.MAINTAIN INLET PROTECTION UNTIL i. ROADWAY OPERATIONS ARE _...___ T _T -.-._T.d�. _.r -_ _r r ^- _ — '_ COMPLETE.ANOR t - __ - _ - ... I Q- •� - �- — �T -. . :�. . "'�' _ ]. FOR TYPICAL UTILITY CROSSINGS.SEE DETNL 2, j " ---e- "�'`•_. _ _�—.•_ —' "'�� _gn,` ���.` SHEET 5030.IF AT LEAST B. SEPARATION REFER — �5 r- -- TO DETAIL SHEET SDIO.OT BE ACHIEVED,EEN UTILITIES ,-.` �� ,_— NOTES: r 5 C ✓ 0 CATCH BASIN TYPE I PER COR STD PLAN 200.00 III PLAN SCALE M1FET OCONNECTION TO DRAINAGE STRUCTURE. II ©4T(4'OFFUNE TREE BOX BIOFILTRATION UNIT 0® 0 CONCRETE INLET PEA COP 57D PLAN 200.30 0 CATCH BASIN TYPE IL PER COR STD PLAN 200.10 4'X4'OFfl1NETB8U ___...._-_ ..._ — .____-__ _-.._._. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 I -_PROPOSED®N10E AT(.. STA 923+92.0,40D'LT 0 69' FXISTINGGMDE AT 4Y4'OFFIINE TBBU CANE(TM 70EXISTING MANHOLE 133 PARTIAL REPLACEMENT. ' STA 925K96,10AY LT QF�F1�7B� SEE SPECIALS 7.05.3(3 FOR DESCRIPTION OF WORC `-� —==- IEw0609 01rt(4•,NI O11NE 1— .v` STA4431H`J/.Q�(O.1 Cr I I',. IE•4es Tsart(4,w _ - uuM'PP) J, '`-------_—_-- LA0050 FT/FT ___________T__, --I1i7fir WNW Pr 4111 IBM EI4406Z6 CBtl317YPE SL 12351F U ETEI " T IEao45Tlxlir,n IE>+40S26N14',1M( STA 925464.61315E S-0'Olm f1AR I.._ EX[&u34 bb __.__-_._-.. .__—_.._..___-.IF•IM37O1fi'(Ir,NI_._. _-__-____ _ _• „.MM EI.403.53... CB32 TYPE 11 TYPE! , !IE•402S71N 14',W) STA 92647.3331.D I. 14 MH433 n•1WEB _- STA 32I.5432 IPL I IE�0157 W(3Y,S) RIM O2N+&7.7D - RIM M3404&R 1E440107 OUT(UT%N) IE=799.83IN lir,S) STA 916405.19 d1 if INI %0 NN NI NN99.28I (2 if IN 113",OIT(24'NN 1E•30033 OUT(WI IE•399.2&41(24•,S) IE•4W34 OUT(T .S) IE•399.33 (24'.NJ BOTTO261N(2P,N) BOTTOM CHANNEL I 390' ! IE=390.67 OUT(SW) I EXISTING GRADE AT PROPOSED GRADE AT w mC-ONE(TIP) CAINE(TM —...-._-. n _..___.._—_--_.—__ .....-.- { ,� a sligffi �� Jf II R i 1 i i it 31 8 �EI1 NM 926.00 928.00 PROFILE AWNL.-._-_-.— tlT4B0871 92 OB HOW:I.41Y VERT:1'24' SURVORDI T ° DRAWN w CITY OF RENTON DUVALL AVE NE DRAWING NO, SD8 Q c a MS.RV: AiPwKMIN¢DvwrMOrt X... .. 11t11T901s 4 Parametrix CONFORMED SET TRANSPORTATION D M1901 NDADNO. CAM n: AF n cwa>uunaw STORM PLAN AND PROFILE DATE • P"DI RCM OAC '�'" � STA 923+00 TO END NJAne[R Pe+riou r.SCRPIRIN BY PeP OAIE •••• ' HIE.NN141719063Ddy —...�-- •� eryr�l DATenuru SHEET9 OF 13 aRn xo. u OF w .....--- • - /-• 4 1-- -3402.vz 9 613- , c-, l'i-- r,_.) 15.illIllrillmillwa"'"-rITBC• j Elev — --offset in feet to TBC 1 1 —,,---?9?11- LIr (Li 1...sait)(2-P' F.,,_i_v -K-T--7,-4-.,-L • ,e.._ ,;./..„- 09 1+73gl 36 ,i ge 1)+3%1' )(2.-r- q/Hi -6.5q -- )1 LL g 4) --- '' '.-1 _ 4.,rip ‘cr, -.1_1:7 iz31 j. 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I ' f ' R • 436.48 � � • r • �ftiM MR I SET NAG NAIL '• #}!� t o .,1'' ;ti k 44541793, 3364.2987 ? ;. : . . • r'1' 433;45 R ,.h• • t! ' 1" 11,,,, 4, t _. 4 S NAG NAIL , ` , _' t. �300i T, ......„,,,.. 84034.81 E 1 13287'• ' PARAMETRIX CONTROL TABLE • f �' frt. POINT NO. NORTHING FASTING ELEVATION DESCRIPTION �+^• ,, - 30002 183597,25 1313248.21 426.81 SET MAG NAIL I , �. 1 s, x 30003 183246.85 1313243.90 418.89 SET R/CAP 30004 185249,27 1313306.02 437.85 SET MAG NAIL ., �7.� I' , yr 30005 185625.41 1313305.88 431.37 SET MAG NAIL fR7� + 'L. r t,- . .,'r 1 irr • �.' •01 30006 187168.46 1313341.67 406.51 SET R/CAP 11 4 p; ,/r- �e� '" 30011 184034.80 1313287.42 429.52 SET R/CAP , 4 III . .� ♦rM. 30013 184454.18 1313364.30 433.45 SET NAG NAIL Q� �. • Y •4189 30015 184871.16 1313365.69 436.48 SET MAG NAIL ,'r • INa ic.P, 4" � 30023 186052.97 1313305.81 422.64 SET NAG NAIL p .'-• +!a 30025 186645.43 1313307.21 411,60 SET R/CAP RECORD OF SURVEY A PORTION OF NORTHEAST 1/4 OF THE NORTHWEST 1/4 IN SECTION 10, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON 1•= 100' IIT 0 50 100 200 BASIS OF BEARINGS: NAD 1985(91)BASED ON PROJECT DATUM FROM 11U DUVALL AVE NE RUST IN RENTON 8ASONGTON (PROW/2141779045)MTH TES TO OTT cv REH M PONT DESIGNATIONS 1845 AND 1848 PRa4CDON IS MASNNC1ON STALE PLANE Npi1H ZONE,U.S.SURVEY FEET SYMBOL LEGEND: - S SEr Mors Disc M cA¢ ICH L9 QS& ® CALCUATEDP0DM1 X NAG NAIL / (c) =CALCULATED N:185249.27 N:185625.41 E:1313306.02 E:1313305.88 N:186052.97 N:186645.43 . N:184946.74 J E:1313305.81 N:186268.98 E:1313307.21 J`fE:1313335.29 / E:1313335.58 FE DETAIL A / )( }( }( %( \ 1G NO'00'45"E 1322.24'(C) DUVALL AVE NE X N:184871.16 m E:1313365.69 Ti 3 H T A L A �� ----r''''.\ QUARTER — QUARTER SURVEYORS NOTE: / ( sr�A115 OF AND OFFSET MOMENTS SET DIN /j THE CONTRACT N DOCUMENTS TON THE DUVALL ON,PR PROECI I M THE9 45 OF RENTON,THE S /100 119O45 10 WRONG U SHOED Emma FOR SAID PRaEcr EQUIPMENT UNUZEO FOR THIS SURVEY: 0 0ECBU PRECL40N FOCUS 30 AND MALE SS PROPOSED LOCATION PER PLAN METHOD-FIELD TOTAL DTRAVV� NOT SET DUE TO MANHOLE THIS SURVEY COUPLES NTN Al STANDARDS AND STATUTES OE IHE SURVEY REOPOMC ACT NO'00'45"E 5.00' (CRAMER 5829 RCW AND 332-130 wAc) AUDITOR'S CERTIFICATE SURVEYOR'S CERTIFICATE FOR:REED TRUCKING&EXCAVATING INC. at,t 18-30 FILED FOR RECORD THIS_DAY OF 20_ THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY eOs:'�TS�� �'' WE. Cooks Surveying Scale 1. 20D Al__.M.IN BOOK OF AT PAGE DIRECTION IN CONFORMANCE VATH THE REQUIREMENTS OF SURVEY RECORDING . .A' !1 at oaTc 8-7-2023 AT THE REQUEST OF W.E.COATES SURVEYING. ACT AT THE REQUEST OF '" tit .�8' 9825 Glory Dr.SE Dram by RYA W 20_. 51+'` ' 4V Olympia,WA 98513 Checked by NEC AF.N. E 1 ti,,�is,ACO, n' ` I\ Drama none LAt<� I J/J\IU{ 1 Field Book DEPUTY AUDITOR COUNTY AUDITOR WADE ELLIS COATES,PLS CERTIFICATE#42684 --------- Sheet 1 of 1 - , CONSTRUCTION GRADE SHEET JOB NO. PAGE JOB.NAME DUVALL AVE NE DATE 7/27/2022 CQNST.TYPE WATER PLAN REF LIMIT OR LOCATION SHEET STATION STAKE DESIGN CUT(-) / FILL(+) OFFSET.....REMARKS C-LINE ELEV. GRADE 906+11.77 437.15 -4 -77-'43? ,Lre2t9.10: 10' F.H. / FINISH FLANGE 437,-15 437;-77 ,1):46" 062 FG CONC.PAD 437.21 4,37-:.7,-7, 437:94 :arEe" .073 15' F.H. 1 FINISH FLANGE 437.21 .437t6tr43777 056 FG CONC PAD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 • o.00 W.E. COATES SU RVEYI NG CONSTRUCTION SURVEYING SERVICE 'Checked by: D.Suslikov 9825 GLORY DR SE OLYMPIA,WA,98413 Date: 1I8/2022 (253)677-3049 MOBILE(360)584-9914 FAX DVCONSFIRMED ("D 5/312022 CONSTRUCTION GRADE SHEET JOB NO. PAGE JOB NAME DUVALL AVE NE DATE 2022/05/27 CONST.TYPE ELECTRICAL PLAN REF LIMIT OR LOCATION 920+81 to 927+21 SHEET 1 of 1 *VAULT GRADES ARE TO FG BACK OF WALK; POLES ARE TO TOP OF SHAFT* STATION STAKE DESIGN CUT(-) / FILL(+) OFFSET.....REMARKS C-LINE ELEV. GRADE TOS CNTR OF STRUCT +04. 415.62 15.7 12 10' SE Cor Vault 1+04.2 415.45 415.74 .29 12' SE Cor Vault +1 . 415.48 -44 64- 41p.60 .048' 0.12 10' NE Cor Vault 1+11. 415.35 r.8z#- 41 .60 Q-28' 0.25 12' NE Cor Vault 416.06 .1 1 6' Pole L19 0+81. 415.79 46. �0.4 D9' Pole L19 9£1+74 413.46 414.21 0. 7' Pole L20 1+74. J 412.39 14.2 1.82 10' Pole L20 422+79.8 411.07 11. 86 7' Pole L21 2+79 : 411.24 411.93 0.69 ) 10' Pole L21 4+00. 410.28 10.6 0. • 6' Pole L22 4+00 410.03 410.64 0.61 9' Pole L22 5+17. 407.51 ,06.83 -0.68 7' Pole L23 925+17.1 407.80 406.83 -0.97 11' Pole L23 •26+21. 406.46 (5L4) 41.9• 6' Pole L24 •26+21. 406.42 4.95 10' Pole L24 +21.7 405.30 405.28 - .02 6' Pole L25 �g27+21.7 405.40 405.2 C00.12 10' Pole L25 GRADE SHEET JOB NO. PAGE NO. JOB NAME Duvall St NE DATE 2022/05/24 TYPE OF STAKING TBC @ TREE PITS PLAN REF. LIMIT OR LOCATION 918+40 to 910+32 SHEET 1 of 1 GRADES ARE TO TOP OF CURB STAKE DESIGN CUT(-) / FILL(+) SLOPE PER OFFSET.....REMARKS STATION ELEV. GRADE FOOT 918+27 421.13 421.31 0.18 ""'I 6' o/s Top Back of Curb 918+40 420.93 421.03 0.10 " ' 6' o/s Top Back of Curb 916+27 425.04 425.58 0.54 " " 5' o/s Top Back of Curb 916+40 424.36 425.31 0.95 ""'I 5' o/s Top Back of Curb 914+30 428.64 429.18 0.54 " " 6' o/s Top Back of Curb 914+40 428.98 428.99 0.01 " " 6' o/s Top Back of Curb 912+30 432.43 433.43 1.00 " ' 6' o/s Top Back of Curb 912+42 431.82 433.17 1.35 ""'I 6' o/s Top Back of Curb 910+32 436.11 437.15 1.04 I'm""' 7' o/s Top Back of Curb 910+44 435.69 436.99 1.30 " " 7' o/s Top Back of Curb W.E. COATES SURVEYING CONSTRUCTION SURVEYING SERVICE CONFIRMED 5-262022 DVS GRADE SHEET JOB NO. PAGE NO. JOB NAME Duvall St NE DATE 2022/05/24 TYPE OF STAKING TREE PITS PLAN REF. LIMIT OR LOCATION 918+34.3 to 910+38.1 SHEET 1 of 1 STAKE DESIGN CUT(-) / FILL(+) SLOPE PER OFFSET.....REMARKS STATION ELEV. GRADE FOOT +34. 421.63 21.1 C-0.46 7 " " 6' Cntr TBBU, Rim 918+34.3 421.63 417.67 C-3.96) """"' 6' CntrTBBU, IE 918+34.3 I 421.65 421.17 $7 9' Cntr TBBU, Rim +34. 421.65 417.67 -3.98 I' "' 9' CntrTBBU, IE 6+35 427.66 , .. (2.24 l ' 6' Cntr TBBU, Rim 6+35 427.66 ,21.92 5.74) "I"' 6' CntrTBBU, IE C-+35. 429.13 -0.04 " " 6' Cntr TBBU, Rim 14+35.9 429.13 425.59 - " " 6' CntrTBBU, IE +36. 432.25 3.3 c07) --. 6' Cntr TBBU, Rim 12+36.2 432.25 29.82 .43 """"" 6' Cntr TBBU, IE +38.1 436.20 437.0 0.88 ' ' 6' Cntr TBBU, Rim k1 0+38.1 436.20 433.58 �`8 ' ' 6' Cntr TBBU, IE W.E. COATES SURVEYING CONSTRUCTION SURVEYING SERVICE Firefox `-;tips://gokerio.grayandosborne.com/webmail/ [Exten aF Potholes From:Jordan Ausbun<JAusbun@reedtrucking.com> To: PHIL VANEARWAGE<pvanearwage@g-o.com> Cc: Dustin Wright<DWright@reedtrucking.com> Date: 5/18/2022 5:16 PM Top of 4"gas @ 921+82.8 31.5 L elevation 408.06 Top of 8"Water @ 920+87.18 31.5 L elevation 412.44 Top of 1"water service @ 920+33.88 31.5 L elevation 414.43 Top of 2"power @ 920+17.18 31.5 L elevation 415.18 Top of 6"water @ 920+05.88 31.5 L elevation 414.39 Top of 2"gas @ 919+46.62 31.5 L elevation 414.15 Top of unlocated 4"conduit @ 919+48 31.5 L elevation 414.15 Top of 4"gas @ 918+39.84 11.5 L elevation 414.24 Top of 4"gas @ 916+40.63 11.5 L elevation 418.42 Top of 4"gas @ 914+41.5 10.5 L elevation 423.10 Sent from Samsung Galaxy smartphone. Get Outlook for Android 1 of 1 5/25/2022, 12:27 PM GRADE SHEET JOB NO. PAGE NO. JOB NAME Duvall St NE DATE 2022/05/12 TYPE OF STAKING TREE PITS PLAN REF. LIMIT OR LOCATION 926+78 to 921+92.9 SHEET 1 of 1 STAKE DESIGN CUT(-) /FILL(+) SLOPE PER OFFSET.....REMARKS STATION ELEV. GRADE FOOT 926+78 404.57 405.25 0.68 " ' 9' Cntr TBBU, Rim 926+78 404.57 401.75 -2.82 " " 9' CntrTBBU, IE 926+78 404.52 405.25 0.73 " " 13' Cntr TBBU, Rim 926+78 404.52 401.75 -2.77 """"" 13' Cntr TBBU, IE 925+59.6 405.76 406.20 0.44 " " 6' Cntr TBBU, Rim 925+59.6 405.76 402.70 -3.06 I'm""' 6' Cntr TBBU, IE 925+59.6 405.27 406.20 0.93 " " 9' Cntr TBBU, Rim 925+59.6 405.27 402.70 -2.57 " " 9' Cntr TBBU, IE 923+92 411.27 409.59 -1.68 """"" 6' Cntr TBBU, Rim 923+92 411.27 406.09 -5.18 " " 6' CntrTBBU, IE 923+92 411.16 409.59 -1.57 I'm""' 9' Cntr TBBU, Rim 923+92 411.16 406.09 -5.07 I'm""' 9' CntrTBBU, IE 921+92.9 411.51 413.89 2.38 " " 6' Cntr TBBU, Rim 921+92.9 411.51 410.39 -1.12 " " 6' CntrTBBU, IE 921+92.9 410.31 413.89 3.58, " " 9' Cntr TBBU, Rim 921+92.9 410.31 410.39 0.08 I'm""' 9' CntrTBBU, IE W.E. COATES SURVEYING CONSTRUCTION SURVEYING SERVICE GRADE SHEET JOB NO. PAGE NO. JOB NAME Duvall St NE DATE 2022/05/12 TYPE OF STAKING TBC @ TREE PITS PLAN REF. LIMIT OR LOCATION 926+78 to 921+92.9 SHEET 1 of 1 GRADES ARE TO TOP OF CURB STAKE DESIGN CUT(-) / FILL(+) SLOPE PER OFFSET.....REMARKS STATION ELEV. GRADE FOOT 926+73 404.58 405.22 0.64 " " Top Back of Curb 926+95 404.30 405.22 0.92 " " Top Back of Curb 925+54 406.45 406.20 -0.25 " " Top Back of Curb 925+70 406.44 405.98 -0.46 I'm""" Top Back of Curb 923+85 410.84 409.64 -1.20 " " 4' o/s Top Back of Curb 924+00 410.60 409.32 -1.28 ''' " 4' o/s Top Back of Curb 921+85 413.06 413.98 0.92 I'm""' 9' o/s Top Back of Curb 922+00 412.88 413.66 0.78 ''' ' 9' o/s Top Back of Curb W.E. COATES SURVEYING CONSTRUCTION SURVEYING SERVICE ED CONFIRMED D.SUSLIKOV 5-13-2022 PIPELINE GRADE SHEET JOB NO. PAGE NO. JOB NAME Duvall St NE DATE 2022/05/10 TYPE OF PIPELINE Storm PLAN REF. sD7, SD8 LIMIT OR LOCATION CB 30 to CB 29 SHEET 2 of 2 STAKE DESIGN CUT(-) / FILL(+) SLOPE PER OFFSET.....REMARKS STATION ELEV. GRADE FOOT 31. ' " �.01.5D 169.7 LF @ IE S 0.0165 C:: 36 410.65 g08.8 (z1.79) " 5' o/s Cntr MH, Rim B 30 410.65 �S3 -..28 5' o/s Cntr MH, IE S, N B 30 410.65 (05.2 -5.39 " 5' o/s Cntr MH, IE W B 30 410.67 408.8 -1.81 " 8' o/s Cntr MH, Rim i B 30 410.67 404.37 -6.30 " 8' o/s Cntr MH, IE S, N C: 31 410.67 Q05.26) -5.41 " 8' o/s Cntr MH, IE W 199LF@ r9-- 413.82 �3.177 �0.6 0.022 6' o/s Cntr MH, Rim 9 413.82 08.75 0.07 " 6' o/s Cntr MH, IE S, N CB 29 413.82 409.75_, -4.07 " 6' o/s Cntr MH, IE W CB 29 413.24 •13.17_, -0.07 " 9' o/s Cntr MH, Rim B 29 413.24 .7 .4 ,, 9' o/s Cntr MH, IE S, N 29 413.24 409.75 3.49 " 9' o/s Cntr MH, IE W W.E. COATES SURVEYING CONSTRUCTION SURVEYING SERVICE CDCONFIRMED D.SUSLIKOV 5-13-2022 PIPELINE GRADE SHEET JOB NO. PAGE NO. JOB NAME Duvall St NE DATE 2022/05/10 TYPE OF PIPELINE Storm PLAN REF. SD7, SD8 LIMIT OR LOCATION Ex. CB to CB 31 SHEET 1 of 2 STAKE DESIGN CUT(-) / FILL(+) SLOPE PER OFFSET.....REMARKS STATION ELEV. GRADE FOOT Ex CB 34 405.35 000.3 -5.01 " " 5' o/s Cntr CB, IE S Ex CB 34 405.42 400.34 -5.08 " ' 8' o/s Cntr CB, IE S Ex MH N.33 405.55 c4a.1 -0.3k 9.2 LF @ 5' o/s Cntr MH, Rim Ex MH�233 405.55 99.210 0.005 5' o/s Cntr MH, IE Ex MHNK33 405.55 C5.17 1.36 " 9' o/s Cntr MH, Rim Ex MH'233 405.55 99.22 -6.27 " 9' o/s Cntr MH, IE CB 32 404.95 404.70 -1.25 5' o/s Cntr MH, Rim CB 32 404.95 399.8 " 5' o/s Cntr MH, IE S CB 32 404.95 40.5 -4.44 " 5' o/s Cntr MH, IE W CB 32 404.95 9.3 -5.62 " 5' o/s Cntr MH, IE N CB 32 406.03 0 -1.33 "4.7 8' o/s Cntr MH, Rim CB 32 406.03 99.837 -6.20 " 8' o/s Cntr MH, IE S CB 32 406.03 $c_soq -5.52 " 8' o/s Cntr MH, IE W CB 32 406.03 99 -6.70 " 8' o/s Cntr MH, IE N 123.5 LF @ CB 31 406.69 0155.53 C.11.16) 0.01 5' o/s Cntr MH, Rim CB 31 406.69 402.57 -4.12D " 5' o/s Cntr MH, IE W CB 31 406.69 401.57 -5.12 " 5' o/s Cntr MH, IE S CB 31 406.69 401.07 -5.62 " 5' o/s Cntr MH, IE N CB 31 407.01 ,05.53-) -1.48 " 8' o/s Cntr MH, Rim CB 31 407.01 402.57 -4.44 " 8' o/s Cntr MH, IE W CB 31 407.01 401.57 (j5.44 " 8' o/s Cntr MH, IE S CB 31 407.01 @1.07 -5.94 " 8' o/s Cntr MH, IE N W.E. COATES SURVEYING CONSTRUCTION SURVEYING SERVICE DUVALL AVE 5/9/2022 WORK ZONE E CLEARING AND GRUBBING OFFSETS OFFSET Existing Back STA DIST SIDE of Sidewalk 907+00 37.1 LT 907+50 37.2 LT 908+00 37.1 LT 908+50 39.0 LT 909+00 38.3 LT 909+50 37.1 LT 910+00 34.0 LT 910+50 37.7 LT 911+00 37.8 LT 911+50 38.5 LT 912+00 35.0 LT 912+50 37.7 LT 913+00 37.6 LT 913+50 37.2 LT _ 914+00 35.0 LT 914+50 37.1 LT 915+00 37.2 LT 915+50 37.0 LT 916+00 36.8 LT 916+50 37.3 LT 917+00 37.4 LT 917+50 35.0 LT 918+00 DWY LT 918+50 35.4 LT 919+00 38.0 LT 919+50 INT LT 920+00 33.5 LT 33.3 920+50 38.6 LT 32.7 921+00 38.2 LT 33.0 921+50 DWY LT 922+00 38.7 LT 33.0 922+50 38.6 LT 32.8 923+00 39.5 LT 33.1 923+50 DWY LT 924+00 41.0 LT 32.9 924+50 39.5 LT 33.0 925+00 38.5 LT 33.1 925+50 39.7 LT 33.1 926+00 40.2 LT 33.4 926+50 DWY LT 927+00 38.2 LT CONSTRUCTION GRADE SHEET- JOB NO. PAGE JOB NAME DUVALL AVE NE DATE 4/28/2022 CONST.TYPE electrical PLAN REF LIMIT OR LOCATION SHEET STATION STAKE DESIGN CUT(-) I FILL(+) OFFSET.....REMARKS C-LINE ELEV. GRADE TOS CNTR OF STRUCT 904+16.2 435.49 438.67 3.18 12' LUM 09 435.60 438.67 3.07 16' LUM 09 0.00 905+66.6 436.68 439.19 2.51 11' LUM Q' 11 - 436.79 439.19 2.40 16' LUM 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 W.E. COATES SURVEYING CONSTRUCTION SURVEYING SERVICE Checked by: 9825 GLORY DR SE OLYMPIA,WA.98413 Date: (253)677-3049 MOBILE(360)584-9914 FAX CONSTRUCTION GRADE SHEET JOB NO. PAGE JOB NAME DUVALL AVE NE DATE 4/18/2022 CONST.TYPE WATER PLAN REF LIMIT OR LOCATION SHEET STATION STAKE DESIGN CUT(-) I FILL(+) OFFSET.....REMARKS C-LINE ELEV. _ GRADE FG GROUND 906+61.7 0.00 5' TEE / 15.3' F.H. 0.00 10' TEE /25.3' F.H. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 W.E. COATES SURVEYING CONSTRUCTION SURVEYING SERVICE Checked by: 9825 GLORY DR SE OLYMPIA,WA.98413 Date: (253)677-3049 MOBILE(360)584-9914 FAX CONSTRUCTION GRADE SHEET JOB NO. PAGE JOB NAME DUVALL AVE NE DATE 2/21/2022 CONST.TYPE electrical PLAN REF LIMIT OR LOCATION SHEET *VAULT GRADES ARE TO FG BACK OF WALK STATION STAKE DESIGN CUT(-) / FILL(+) OFFSET.....REMARKS C-LINE ELEV. GRADE TOS CNTR OF STRUCT 891+84.500 423.51 424.00 0.50 15' SW COR P1 423.65 424.00 0.35 20' 892+41.000 424.61 425.16 0.55 10' LO1 424.77 425.16 0.39 15' 425.96 426.28 0.32 15' SW COR P2 426.19 426.28 0.09 20' 426.00 426.28 0.28 15' NW COR P2 426.25 426.28 0.03 20' 893+61.100 426.17 426.53 0.36 15' L02 426.38 426.53 0.15 20' 894+61.600 427.47 431.41 3.94 15' L03 427.65 431.41 3.76 20' 896+02.400 429.34 431.89 2.56 15' L04 429.34 431.89 2.55 20' 897+23.700 431.17 432.70 1.53 10' L05 430.99 432.70 1.71 15' 899+32.450 432.69 433.51 0.82 10' SW COR P_6__ _ 432.59 433.51 0.92 15' 899+37.700 432.67 433.51 0.84 10' NW COR P6 432.57 433.51 0.94 15' 0.00 W.E. COATES SURVEYING CONSTRUCTION SURVEYING SERVICE Checked by: 9825 GLORY DR SE OLYMPIA,WA.98413 Date: (253)677-3049 MOBILE(360)584-9914 FAX CONSTRUCTION GRADE SHEET JOB NO. PAGE JOB NAME DUVALL AVE NE DATE 2/21/2022 CONST.TYPE electrical PLAN REF LIMIT OR LOCATION SHEET *VAULT GRADES ARE TO FG BACK OF WALK _ STATION STAKE DESIGN CUT(-) / FILL(+) OFFSET.....REMARKS C-LINE ELEV. GRADE TOS 900+44.800 432.97 433.64 0.67 15' L06 432.94 433.64 0.70 20' 901+90.300 433.85 434.28 0.43 15' L07 433.91 434.28 0.37 20' 903+27.600 434.94 437.70 2.76 15' L08 435.01 437.70 2.69 20' 904+91.400 436.12 437.71 1.59 15' L 10 436.18 437.71 1.53 20' 906+10.3 437.05 437.70 0.65 10' L12 437.10 437.70 0.60 15' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 W.E. COATES SURVEYING CONSTRUCTION SURVEYING SERVICE Checked by: 9825 GLORY DR SE OLYMPIA,WA.98413 Date: (253)677-3049 MOBILE(360)584-9914 FAX CONSTRUCTION GRADE SHEET JOB NO. PAGE JOB NAME DUVALL AVE NE DATE 1/14/2022 CONST.TYPE STORM PLAN REF LIMIT OR LOCATION SHEET STATION STAKE DESIGN CUT(-) / FILL(+) OFFSET.....REMARKS C-LINE ELEV. GRADE IE CNTR OF STRUCT CB# 7 433.08 432.96 -0.12 10' RIM 433.08 430.78 -2.30 IE 433.09 432.96 1 -0.13 14' RIM 433.09 430.78 -2.31 IE 0.00 CB# 9 433.97 433.83 -0.14 10' RIM 433.97 430.78 -3.19 IE ( N ) 433.97 429.78 -4.19 IE ( NE,SW) 434.02 433.83 -0.19 14' RIM 434.02 430.78 -3.24 IE ( N ) 434.02 429.78 -4.24 IE ( NE,SW) 0.00 CB# 10 435.05 434.91 -0.14 10' RIM 435.05 431.40 -3.65 IE 435.11 434.91 -0.20 14' RIM 435.11 431.40 -3.71 IE 0.00 CB# 13 435.94 435.85 -0.09 10' RIM 435.94 432.00 -3.94 IE 435.98 435.85 -0.13 14' RIM 435.98 432.00 -3.98 IE W.E. COATES SURVEYING CONSTRUCTION SURVEYING SERVICE Checked by: 9825 GLORY DR SE OLYMPIA,WA.98413 Date: (253)677-3049 MOBILE(360)584-9914 FAX CONSTRUCTION GRADE SHEET JOB NO. PAGE JOB NAME DUVALL AVE NE DATE 1/14/2022 CONST.TYPE STORM PLAN REF LIMIT OR LOCATION SHEET STATION STAKE DESIGN CUT(-) / FILL(+) OFFSET.....REMARKS C-LINE ELEV. GRADE IE CNTR OF STRUCT CB# 14 436.99 436.75 -0.24 10' RIM 436.99 432.75 -4.24 IE 437.15 436.75 -0.40 14' RIM 437.15 432.75 -4.40 ,IE 0.00 CB# 15 437.70 437.72 0.02 :10' RIM 437.70 432.90 -4.80 IE 437.63 437.72 0.09 14' RIM 437.63 432.90 -4.73 IE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 W.E. COATES SURVEYING CONSTRUCTION SURVEYING SERVICE Checked by: 9825 GLORY DR SE OLYMPIA,WA.98413 Date: (253)677-3049 MOBILE(360)584-9914 FAX CONSTRUCTION GRADE SHEET JOB NO. PAGE JOB NAME DUVALL AVE NE DATE 1/14/2022 CONST.TYPE STORM PLAN REF LIMIT OR LOCATION SHEET STATION STAKE DESIGN CUT(-) / FILL(+) OFFSET.....REMARKS C-LINE ELEV. GRADE CNTR OF STRUCT CB# 12 435.92 435.73 -0.19 10' RIM 435.92 431.47 -4.45 IE 436.02 435.73 -0.29 15' RIM 436.02 431.47 -4.55 IE 0.00 CB #16 437.05 436.85 -0.20 8' CB 16 437.05 432.14 -4.91 IE 437.20 436.85 -0.35 14' CB 16 437.20 432.14 -5.06 IE 0.00 CB #17 436.98 436.98 0.00 10' RIM 436.98 432.26 -4.72 IE 437.12 436.98 -0.14 15' RIM 437.12 432.26 -4.86 IE 0.00 CB# 18 437.24 436.89 -0.35 15' RIM 437.24 432.28 -4.96 IE 437.37 436.89 -0.48 20' RIM 437.37 432.28 -5.09 IE 0.00 0.00 W.E. COATES SURVEYING CONSTRUCTION SURVEYING SERVICE Checked by: 9825 GLORY DR SE OLYMPIA,WA.98413 Date: (253)677-3049 MOBILE(360)584-9914 FAX CONSTRUCTION GRADE SHEET JOB NO. PAGE JOB NAME DUVALL AVE NE DATE 1/12/2022 CONST.TYPE STORM PLAN REF LIMIT OR LOCATION SHEET STATION STAKE DESIGN CUT(-) / FILL(+) OFFSET.....REMARKS C-LINE ELEV. GRADE IE CNTR OF STRUCT CB#2 425.07 424.77 -0.30 10' RIM 425.07 420.70 -4.37 IE ( N ) 425.07 420.20 -4.87 IE (W) 425.21 424.77 -0.44 14' RIM 425.21 420.70 -4.51 IE ( N ) 425.21 420.20 -5.01 IE ( W) 0.00 CB# 3 425.92 425.66 -0.26 10' RIM 425.92 423.11 -2.81 IE ( NE ) 425.92 421.48 -4.44 IE ( N,S ) 426.04 425.66 -0.38 14' RIM 426.04 423.11 -2.93 IE ( NE ) 426.04 421.48 -4.56 IE ( N,S ) 0.00 CB# 5 426.36 426.03 -0.33 10' RIM 426.36 422.50 -3.86 IE 426.52 426.03 -0.49 14' RIM 426.52 422.50 -4.02 IE _ _ 0.00 0.00 0.00 W.E. COATES SURVEYING CONSTRUCTION SURVEYING SERVICE Checked by: 9825 GLORY DR SE OLYMPIA,WA.98413 Date: (253)677-3049 MOBILE(360)584-9914 FAX CONSTRUCTION GRADE SHEET JOB NO. PAGE JOB NAME DUVALL AVE NE DATE 1/12/2022 CONST.TYPE STORM PLAN REF LIMIT OR LOCATION SHEET STATION STAKE DESIGN CUT(-) / FILL(+) OFFSET.....REMARKS C-LINE ELEV. GRADE IE CNTR OF STRUCT CB#6 428.80 428.74 -0.06 10' RIM 428.80 424.45 -4.35 IE 428.89 428.74 -0.15 14' RIM 428.89 424.45 -4.44 IE 0.00 CB# 38 429.53 429.74 0.21 10' RIM 429.53 425.00 -4.53 IE 429.51 429.74 0.23 14' RIM 429.51 425.00 -4.51 IE 0.00 CB# 39 429.02 429.55 0.53 33' RIM 429.02 425.13 -3.89 IE 428.84 429.55 0.71 38' RIM 428.84 425.13 -3.71 IE 0.00 0.00 0.00 0.00 0.00 0.00 _ 0.00 W.E. COATES SURVEYING CONSTRUCTION SURVEYING SERVICE Checked by: 9825 GLORY DR SE OLYMPIA,WA.98413 Date: (253)677-3049 MOBILE(360)584-9914 FAX CONSTRUCTION GRADE SHEET JOB NO. PAGE JOB NAME DUVALL AVE NE DATE 1/10/2022 CONST.TYPE WATER PLAN REF LIMIT OR LOCATION SHEET STATION STAKE DESIGN CUT(-) / FILL(+) OFFSET.....REMARKS C-LINE ELEV. GRADE FG GROUND 891+84.90 423.61 423.97 0.36 15' F.H. 423.75 423.97 0.22 20' F.H 0.00 891+64.20 423.01 MATCH #VALUE! 20' WTR TEE/CONN MATCH #VALUE! 24' 0.00 900+25.3 433.37 MATCH #VALUE! 15' F.H. 433.39 MATCH #VALUE! 20' F.H. 0.00 900+14 MATCH #VALUE! 25' WTR TEE/CONN MATCH #VALUE! 30' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 W.E. COATES SURVEYING CONSTRUCTION SURVEYING SERVICE Checked by: 9825 GLORY DR SE OLYMPIA,WA.98413 Date: (253)677-3049 MOBILE(360)584-9914 FAX