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HomeMy WebLinkAboutzD-2347SetT -7� > TOP DEgD QUARRY SPA LLD PAD > STO GE L= 10', W=7', D=-,' > 3-60 A, "v CYD) 1Y un I_E. 12-T10 00-go" Fj 9-60 L6 QUARRY SPA-L PAD C4 SEA. 17+76.1, 90.6' RT_ L=10', W=7', D=,' L9 PIT, < Z) L8 STA 18+50.51 127,9' RT. Z:z PC V-DITCH E: Q0 STA 18-94.0, 137,9' 'R7 < PT V-o­c� < T -7� > W.C_ PCXD ', �GG-PRi%7 CJRVLE TA-_-Li: C,)RVE 1 RADIUS C i0 00 9,-8" 1 52'36'33" C2 i 16 .CO' 149' 273-00' C3 1 l'o OG: 32 87: 314� OAKESDALE klE SW EXTE SiON-PHASE ;F I I CONCRETE INTE, DIRAFAAG-E Pi-AN' AND STA 17+75, 325 LT. -4+65 -0 STA. 19-. 40 'M 17A2 C3 TYPE I ce TA, + I.E. I_E_ (OUT) E 14,35, STA 15+50.0. 37.1 LT_ STA T6*50, 325° 0 RIM 15.60 IRV 16 LE (OUT) 13.67 111, E VA 1, ILD U. "'9 k Q- _75 4� REMOVE EX- CB CONCRE7E S7A �M,=32�5' REMOVE EX. PIPE. 22LF FFvZVE EX �a 1-0 PLUG Ek PPE c, REWME EX. PPE, 35LF R5,11, '� 7�74 1 6 OAKESDALE AVE. S.W. il, 'GJT) E 14.64 0 PLUG EX. P4P_l_ 1 0 1 :< 16+00 T17400 -18,00 1 w CB TYPE 2 - XGT'15 IWE s f J _La� CP cm C9 TYPE I - -0 * STA -16+50, 32-S' RT C3 ;YPE RT, STA 17,75, 32.5' R-1. V Rk-FLE (�A::) 7 SiA 19 R I +CO3 32,5' - - - - - - - - - - - 34 LF 12'0 LOPE G a 0.588% A L2 C2 ACCESS RAMP STA. 15{x97.0, 83.4' RT. 7H,IV MAX, SLOPE - q RAD. PT. L- PLACE 4- COMPACTED DEPTH CRUSTED ROCK SURFACING TOP COURSE OVER 12" DEPTH QUARRY SPAl.LS ON ACCESS ROAD- (ABOVE > C STA 17 +9,.6, 7+91�6, 99.6' RT. S0LESLOPE VARIES __ LE. 11.60 TOP DEgD QUARRY SPA LLD PAD > STO GE L= 10', W=7', D=-,' > 3-60 A, "v CYD) L5 I_E. 12-T10 00-go" Fj 9-60 L6 QUARRY SPA-L PAD C4 SEA. 17+76.1, 90.6' RT_ L=10', W=7', D=,' L9 PIT, BEGIN V-DITCH L8 STA 18+50.51 127,9' RT. PC V-DITCH STA 18-94.0, 137,9' 'R7 PT V-o­c� C3 STA 15.3-.0, 36_4 R7_ S_.A I.E. 13-61 ILE- I 1.6w CAP P;PE END nUAR;RY S-AI! L -AD L=10 , A 71D= W.C. PO%D I =o0TPR:NT 1-ME TABLE P, W_ C3 TO ADEN LiNE DIR TANC S4AZI 1 _Ll �EPW L2 N09'1 3'08-E 1 L3 4 NO--, f, 53 W I L4 I N0223'53-E ,L5 I NO3'16*53-W lfi N8'32'05-E 17 S073*09'01 "E L8 1 S16'50 59"W L9 ! ;S03*16*53"E 1 i�5 -r 1 LID _ 5*26'59 - Ll I I S62-57-26'"W 1 2 i N88'2 4"i i 1 0-00' 26,94* 33.37- . 30.31' 1 26.42' 1 59.53 MOP 53.43' 71.7P 224 7 28.39' 0 0 1 + - W.C_ PCXD ', �GG-PRi%7 CJRVLE TA-_-Li: C,)RVE 1 RADIUS C i0 00 9,-8" 1 52'36'33" C2 i 16 .CO' 149' 273-00' C3 1 l'o OG: 32 87: 314� OAKESDALE klE SW EXTE SiON-PHASE ;F I I CONCRETE INTE, DIRAFAAG-E Pi-AN' AND STA 17+75, 325 LT. -4+65 -0 STA. 19-. 40 'M 17A2 C3 TYPE I ce TA, + I.E. I_E_ (OUT) E 14,35, STA 15+50.0. 37.1 LT_ STA T6*50, 325° 0 RIM 15.60 IRV 16 LE (OUT) 13.67 111, E VA 1, ILD U. "'9 k Q- _75 4� REMOVE EX- CB CONCRE7E S7A �M,=32�5' REMOVE EX. PIPE. 22LF FFvZVE EX �a 1-0 PLUG Ek PPE c, REWME EX. PPE, 35LF R5,11, '� 7�74 1 6 OAKESDALE AVE. S.W. il, 'GJT) E 14.64 0 PLUG EX. P4P_l_ 1 0 1 :< 16+00 T17400 -18,00 1 w CB TYPE 2 - XGT'15 IWE s f J _La� CP cm C9 TYPE I - -0 * STA -16+50, 32-S' RT C3 ;YPE RT, STA 17,75, 32.5' R-1. V Rk-FLE (�A::) 7 SiA 19 R I +CO3 32,5' - - - - - - - - - - - 34 LF 12'0 LOPE G a 0.588% A L2 C2 ACCESS RAMP STA. 15{x97.0, 83.4' RT. 7H,IV MAX, SLOPE - q RAD. PT. L- PLACE 4- COMPACTED DEPTH CRUSTED ROCK SURFACING TOP COURSE OVER 12" DEPTH QUARRY SPAl.LS ON ACCESS ROAD- (ABOVE > C STA 17 +9,.6, 7+91�6, 99.6' RT. S0LESLOPE VARIES __ LE. 11.60 TOP DEgD QUARRY SPA LLD PAD > STO GE L= 10', W=7', D=-,' > 3-60 30LF 8"0 LCPE 0 -1.677. STA 18" 18.0, 1 12.3' RT. L4 L5 I_E. 12-T10 00-go" Fj 9-60 L6 QUARRY SPA-L PAD C4 SEA. 17+76.1, 90.6' RT_ L=10', W=7', D=,' L9 PIT, BEGIN V-DITCH L8 STA 18+50.51 127,9' RT. PC V-DITCH STA 18-94.0, 137,9' 'R7 PT V-o­c� 76 NdLUME >32,d70 CF, 3607. OF REOU:RED- NOS , BOT'OM 2,893 SF TGP OF DEAD STdi?AGE L� > 12,823 SF, > 12 TIMES RE OD AW-k 45 LENGTH TO WIDTH WID: >6LAW v O 700.30 -- 5' WIDE Bt-)}2M TOP ,OP El_,T14.601' 0 AND PLACE SAN QUARRY SPALLS IN DOTTED AREAS ONLY(-- I C4 1 DEAD STORAGE ELEVATON) DEAD STORAGE ELEVATION) REGRADE PER DWG Wl QUARRY SPA;,;- PAD- L=21G', W=5', D=0.7' I C5 16.00* ',4m57' 52'-0'06 :x 4 6i S. vl C6 10.00- j 20-67- :1-�8-24'25- 4 TOP DEAD STORAGE 13.cp Z5 4 . it- - ------- ------- ----------------------- ------ - ----------- ------ -------- ----------------------- -------- --- - ---- --------- ------ ---- ------- --------- ---- ----- --------- --------- --------------­-- --------- --------- --------- --------- --- ----- ----- ------ -- - ---- ........ 4V<�A PHASE 2 CONSTFUCT)CM PHASE I CONSTFUCTION a 70 Ouc.) 30: cli OD to: ol q dD CD r� 90 n: C14 c� - p to Y:uj c):2: + P��. :2 to io 25: !a u ..... ... ........... ...... ................ ..... � ...... --- --- ------------------- � --------- 66 3: Z.-.Y ir: + bi 0 - O t2 i Ld z. r_ 0 : . , - p : - I z &i a- k > LL3 0 - + t < Z: _j LJ tj LLJ :2G tr) if) p co'< 20: m 0-20 LjLjLj• P.. - ........ Ll? ............... ....... ------------------ cn cL 0- 0.5m 125LF,W0 LCPE 0 0-328%- '5- 12 5LF 1211 DI ®0 -192% 5 P.S.E. PROP. 6'16 V-P• ,GA q — — — — — — — — — — — - I9LF 12'0 b — — — - - — — - — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — - 0.0500% i I v 108--o METRO SS- --------------- --------- ...... ............... 7-2 0 M 71' -------- �­_ 7 '6 "0 J. ...... I JUCPE� IfA-F 12 (JOP VIVN [WLY) w — — — — — - — — — — — — — — — — — ........................................ 5 Lr), ------ (5 --------- 6 -- ------ C) 0 CD :(D 0 ........ ......... J4� ........ �b.... 4 O:C:) n, .... ... ... .... WY cw er C)o a 020:0 01:0- 0 0 -0 ;5�_o " -__ -0) , LIZ- jj_ 9 M'o— —1 — __c_?-' (D' If) 0: f 00:,z rl:.6 r':.6 q 144:40, 14- r'- 8 0 45+20 t5-f60 -16+00: 16+40 164-80 17 +20 17+60 18+00 18+40 118+80 1.5 20 W; D-23, ol ROLL 157 0 35 24Y OAKESDALE AVE. SW EXTENSION-PH ASE 1F Oroc rub t �. 2 I DRAINAGE PLAN AND PROFLE I sit , S7A. 11, t 40 ?0 TA. L 5Y i u z r G. 1 O : i y L y T a d _ r3 _7Y_ El " CB ?- Z3` { STA 21 E 1 IAa 22 .. &G. 32 y - Ee STA 24 -0;i, 32.5 - + ® STA 27150, 32.5' LT- - s <� 1 _ z C < OAKEsoaLE AVE %W c : } 3'1iiz_ { 20+.Ou 2 ". +eaa .. 22 +00 23 +00 24-00 25 -00 i 1 a -`I> 1 ICQiK1r"8'36•'(>XV — — — '-� — — I {� ! I- I r- F 4`2 22 +6G. ' 0 3 G4 00 7- P 5A 2I -50 11 9 ba °� CAP AN sthhE P,P Q AA' A1iD SwA1� PI,�E EV3 E 13 27 CAP A1CD STAaCc rcr c+tint 13.98 cc �•-� cr ,� - -- za _ re A 21 0 32 -c ----- - - - - -- G t SW. 3� l - -`- - - - - - -- - 4 "A 22 -6`' �2 - - - - -- a telp. -- - - - - - -- - - --- - - - - - -- - -- - - - -�- f .� i C { C �e :/: -04 It "c -Cg - APPROVED EXCAVATION spo V:AY BE M�DU:+a ;�, W, CONTOURED AND ,.ANDSCAPED ON -51 VWHERE A inrD C STA 23 +1m -4, 84 -8' RT- 1 AND ACCEPTED BY 7ilE LNGN ER AT NO LE_ 950 COST. NOUNDjNG MUST OCCUj A.gOy E ann PND 3 ��4OLF 24"0 ILCPE ® 1.25% DISPERSAL V Li,CH DEAD STORAGE ELENA ;ON AAD i <QUARRY SPAL PAD 1 I ! L =17 W =8", D =1 TOP :,EAD 5 04 G P� I F �CDPLA v' LAVA- ;ON. MOUNDING MAY No- ..6,P =sE �� BEGIN EL. i 7.S ~ S GHT DiS -ANCE, USE MAX 3H:-,V SIDES; OPES. { pp' s DISPERSAL V -DITCH BOTOM EL. 9.50 v S 1 TOP OF DEAD STORAGE .. ,. { EL, 13.60 �jj STA- 23 +63.2, 101 -1 RT. BOTTOM E = 7.50 I 1< RA . D PT - c 1 STA 19 +97.5, ;3&0* RT. - I - f END 1!- DITCH w v d d { C STA 20 -a6 8..89 5" RT. TOP DEAD STORAGE EL 71 -50 r EN'S V- DaAC,�I ,,, .. v: .. v = I ? 1 o STA 23 +48 -7, 97 -3' RT OIJARRY SPALL PADi d v v v v v m d v LE_ 9,00 < I j v d v v v v v - =232' W =5'� D =0.v w v v e QUARRY SPALIL PADd BOT O.M El- I' 12.10 5H-1V v d Ly13' W =B. D=1' J o' =PV .OP "EL d { -{ 5 �.i'i6u. wViv.r. I i { jl v v d . d v - WATER OUALWf POND 2 W m, m -PLACE SAND $iVD OUQRRY SMALLS � 2 ' o I y ° VOLUME >31,432 CF, >150% OF REWIRED VOL- d IN DOTTED AREAS ONLY. REGRADE PER DWG W2 v B6TTOM: `'x795', 2,893 SF m (BELOW DEAD STORAGE ELEV.} v v v v v v v v w v v v v v v v v v w d v v v TOP OF DEAD STORAGE: >12,823 SF, >5 DUES REO'D AREA mOUARRY SPALL PAD dLENGM TO *IDTH AT10: >`15LAW d d l ! 1 V m w m l/ V V V V Y d V Y `✓ `i✓ m m m v v v m m m v v - v .✓ v -�' s 3 - - - - -- - - - - - -. - • " " -• -- •- •_•• -• " ---- -- ----------- ---- -- " " -- ---- - - - " -- -- " -- " -_ -- ....•- . " - -- " " " -- " " - - -" - - - - " -- " - -• --- --------------- --------- - - - - -- -- - - - - -.- - - - -- ..._.- .._ .. .....- .......... - -- -- - ---- ... -------------------- . - -- 2674 {{iI, •--._.- -- " --- -- -- - - ---- - -- ---" -- _-- - - -- -- -- --- ----............._... ._.. -..... .... -_. - .___..-- ..........- ...... ----- -- .... -. .. - - -- ....... ... ....... 3 - -- - -- ----- --- - - -- • - -• -• DARES nY f3 /BB = R : h N � - : •.. _ - ... - ..._ {.� -::.:. : .=. .. .. : ... ...- ..� •> -- - -- --- -- - -- -- �.. . lag }1hr . 1atM�- _-------- _.- .------ .- ... - -.. -.... .- ..:..- .... -.- O.� -t,.r Uy�..- �.'. ....:.. .... .. ... {n WW . - _ :. : - : - y 3�: Z o - a -F ! Z Z p + (O: Z Z o :...+ I O Plr 20: La iV T �WWW WWW- - W h rn 9 P3. P -S -L-- PROD, Z'� .Ulyi: GA : > T :_ - t : TOLE . D2 �: LCPE :0 :500% \ e I &OLF 12'0: LCPE: 0 : 0. 500% : ;:F; WA I ::: _ — — —f : : 150LF 12'0 LCPt 9 0- 507% 10 X36 SS: TUKWILA : —�-- :— — — :—l... :.G9 "0 MURO SS :. - . ,.. IhiERCEP7URj -. - ...•. ....... .. ------------ --------- ---- - -_-- - - ---------_-'- - - -.... ... -.. _- '- -'---'---.......-------- " -- " --'-- ..... .... ...-- -- � ... I (TOIP Sm" MY) — T �. ...gin.'_ ,k >w >v,- ....rn... -a --:rn:-• :.- - ...:.. .. -.::, - .b.._ ..:o::. :':6 v' ' ":v ". ..:o ..:N CF, o:n7. ... 'O•n qC rn,� o- ,� fn b• 6 cS 6 6 . 0 - 'o: p n. ..,,. - ,d. :: rn :.... - r-�... "n ,t .: r�•� ,. ...:(rf,(n .:� .. , own- .. F`.�n, . !�"+�f ��n. ` �n O1 =�n:.. !'�:(n.... m (n - �n.(n ... - .n ,n (° : ° ::. 'yDJ_ �:__. °.JD: ;� '�:L1:- .-L '.Q.rJ.._. _l..'.4 --' _:.' •I`_''_ -�i� '_ 3a_ __ '_�+•:tQ_ -_ .Imo. , ,...i.+ - .:_ 1� .. - , 70-r :- ..: c0 vi. 01.M. :O c, :OV �.C3 N.Qy:.. - N.oJ- �:�::.... Q�:� . . 1':c6 ...,0. to. �'Q' —.-� —.. (4•- _- +II .(�__— — 1.._ -._ "_._ic -. —. _:�_.._ r, +�•GO :'r -.aCi X400 - �'f'. . -n. r 20 +0b 20 +40. .. 20610 = 21 +20 2- a +60., 22 +00 22 +40. _- 22 +80 23-1-20- : 23 +60 24 +00 244-40 24 +80 D• Q 1{i O ROLL 157 0 36 24X OAKESDAL-E AVE- SW EXTENSi(_')N-PHASE !A STA 26+00,5, 4511' LT. DRAAAC3,E" PLAN AND PROFLz_ _Z 3—'0 TO STA. 30 — —7 OF 9�5 0 CON%cCT G% T,- r.X. rA Ex&%­ SA. 2c C2� CROSS 4G R---VCA EX, S7CA,,V S;--AC-R -;o 1_� LIMiTED CLEAR4NCE 14 0- 1 EAS. A%:) C1�3�,7 o�O_E 1% CS BACKFPLL TRENCH *117H COF TO n - �.c, (OUT, 1_416cs W/ �OCANG STD, INLET IF CROWN EILEV, OF STOPM Pltx'E tea. -4 0 t - - SOZ-45 SIA 26-i7_6, 50-0 r ..�EhCgL jaORIM �U44UF'(; REMOVE 78Ur 12'0 RCP TO E CROSSING LOCATIGN. 0,2 t0OVL EX7CU =VER'T' _�o _vlZ7 REMOVE 27LF 12"o RCP TO W Cn I t 7777:j:j��771-j� 4- O R !t38LF -6 PVC f-MO16E - — ----- -- CS TYPE 2 CB T Y- PE 2 C E2 LT. STA 29+ _q_7 T. Z\l STA 25�50. 31.6' L7, STA 26+95. SiiA 28+40, Y176 i RT 3 6 w CB STA 310 Tv='�G9.0, 34�6E 2 Z N , _Jw OAKEALWE AVE SM. 26#� "i 17+00 28+00 29+00 30+00 ul O NW m 8'36'W 0 7 S7 1A 36-' 08,7, 2G,c), Ln vt STA 26+95. 13.6' RT SPA 28+40, 135' RT. CO.%% 36'_F 12"o D, r. CAP AND STAKE PIPE END CAP AND STAKE PIPE END 0.6'94% G ' PRODO= _2L�±� _24_7 _T� LCPE 71C N _AS7 WT�-! :1fpE C3_�R n c L < J. � i Z94 Lr) 'S 9�, Z2, 5' Rf S71, 29 - 0- OJARRY S:°A_L PAD -3 < < CONSTRUCTION NOTES 2 2-FIXED, 2-REMOVABLE 33 ol STA 25+55.0. 32.5' RT. BOLU4?IDS (4) LT_ I I CB TYPE 1 W/ STID. LOCKING INLET CONNEMION fu EX. PIP- -�.AE- -t3 RIM 16.05 PL4CED 60' O_C_ 1 7 CB TYPE I W1 STD� LOCKING iN'E STlt __73 S-A 57_2" R__ !_E_ (GLI E 12-95 3 8) CC%%__Cl -T 2GILF T2 "0 D! 9 -C-25D% SET RIM 0.2' BELOW EX G.RA­ (1, 4Y IGLF 12'0 LCPE 0 7.50% LE. riN) N -11.9 C� C314% 7-- _x. U-19luffy CROSSUNG I.E. (IN) S .9 C3 _;,R DFP-"-H STA 25+50, 41.0' RT. t (IN) W TO MATCH E X. _9" I MATCn Lx, CRUS-n: ROCK SURFACING TOP CS TYPE 2. 72"0 W1 BAFFLE LlUrTED CLEA�tANCE I_E� "OUT) E TO MATCH EX. (-11-9) -W I ` D- T97 TO 60URSE G -_R -_�-,H QUARRY BOTH RIMS 16.70 (LOCKING MH) BACKRLL TRENCH �n CDr CR00N I ELEV. OF UPPER PIPE, SPAU-S O%,.ACCF S ROAD. I_E_ (IN) NW 12�20 (ABOVE DEAD�, ST 0 AGE ELEV.) LE. (IN) W 11,20 FULLY ENCASING BOTH UTILITIES 12 -STA 30+35-4, -55.2' LT, LE_ (OUT) E 9.98 AT CROSSING LOCA70N. FIELD VERIFY MLF 24"0 LCPE 0 'a �21=. 12'0 DI VERTICAL ANGLE POINT CONNECTION TO EX, P{PE Ln (12'0) CEI Typ�_ I W/ STD. LOCKING INLET STA 25+50.0, 79.4' RT. U_E_ (24-0) 11-40 RIM TO MATCH EX. GRADE (-14,4) PIPE END W1 DEBRIS LE. (IN) NW,T0 MATCH EX. E, (OUT) S TO MATCH EX, BARRIER 2, 24" 0 STA 29+85. 16.2' R7. LE_ 9-50 CAP AND STAKE PIPE EN D -26'-F 8-0 LCPE BERM TOP _ QUARRY SPALL PAD I.E_ 13-81 2 E` L=13'. W=8', D=l' -STA 29+81-9. -55-5' LE. I PLACE SA,\,D AND QUARRY, SPALLIS 4AI DC. #ED AREAS ONLY- U4 STA 25+50.2, 96,9 RT. HELD NERCFY CONNECTION TO EX- P�P RAMP TOE 0 E LLOW LEAD S' RAGE ELF�V FL. 7,50 CB TYPE T, W/ STD. LOCKAG INLET R EGRADE PER DWG W2 RIM TO MATCH EX- GRADE (-141) STA_ 25+87.6, 45,0 RT. LIE. (IN) SW TO MATCH EX. RAMP TOP 0 4� (GUT) N TO MATCH EX- EL_ 16.54 –28LF 8_0 LCPE 24764 ------------ ----------- ---- ----------- ------- -------------- ------ ------------ --------- ------- a a 3,0 p .......... ...... - -- --- ------ - ------- ---- - ------ ------------------- ----- --- ------ -- -------- 0 -,L:- � ... ::> - ---- --- ----- ---------- ----------------------------- --------- ---------------------------------------- _j 0 – CC) 2sco Z Z ,20F VC - 2 se ,,OCR -co 00 00 co 0 Q 00 – o ........ . 25 ..... .o N--- -------- 4 ------------ ---------------- ------ . �o Lo Liz cl, 0 C-4 ev "i c; a; :+ Iq `r – La t, +" onoz— cp wa)w + co + + a Lo cli cq CROSSING, LIMITED... ------ m 2-..i 14- 14 -------- ...... ...... ...... ....... -QTJuTy ITED En Of ......... 11–w u U) Fle t2 0 'o U,): E dLEARANCE: BETWEEN � 24"0 �rn rx 0.3&. AND 1270 DI DRAINS: RR ----- -- _-_----_ - ----- �i?.S A"O MBE GA 14 . 5LF i4NUF�24�'O�LCPE -1 5LF 2410 LCPE CF-0-1 10% r _121LF 24"0 LCPE b 0,116% 240: DI W1 RESTF�kiNff —,JOVS 0 0. 1 7�1. If 7: Jo 4 ----- --- 2�0 RCP SD 6 WA: ----- - ------ ------ ...... w ------- (SEATUr MBUC' ....... .......... 0 — ----- 7 2 70 Ul E A W­ ss --- --- �o 60-0: WA:' UninEs low'o hoz�i� ss .- __ :CEDAR RVER R�PEUNE NO . ..... .. WA 24LF 24"0 LCPE @ 0.125% (TOP S,� ""L70 :7 5 0, :45 ........ : 0- --------- ------- - :0 ....... u - - - - - - - - - - - - - - - - - - - G Cc-:-- "u') cm, ol'o, .-r— 00 ch �o col:r" 0) r r7 DD 03: p p z, -26 28+8a �29+20: 29+-60-: 30+00 304-40 30 ::26+00:;�­_.:. :: +40� N + Ct7 0 -247 C3 7 ROLL 157 037 24X T-, =11 VIM 7 \1- -- - OAKESDALE 1: /E. SW EXTENSION —PH' 'A D//c`3. DRANNAGE RLAN ANE) STk 30-,8v TO S-1,6,,. 36-t::S CB -'*:'E 2 a CB 7YPE 2 STA 31=30, 3-..i* U SiA 32+9C.G, 3.3.5 LT. C� TYPE 2 G 0, 3 1 CN CD- — 2 STA 36-33, 33"', LA 31+00 32-00 OAKESDALEAVE. SW v a- w 6"W 33+00 34+00 36 +OC cv 27 cc +30. 17.3*:R-- Sri 32 -50.0, 151.5 iZ-j- CAP AND STIAKE' CAP AND S*TA,<F PAPE END il. 14.21 t.E, 114�59 CAD AND STAKE PIPE END - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -4.50 < - - - - - - - - - - - LE. -1 1p CY S-.A 3" i-30, 52.7, R-. Ci3 7 S-A �'2-90,0, 32.5' R-- C3 -YPE �-ASL -,�3 L0M Rv. i3 3 S-A, 55-010. 32-5' R- (ou') w 'N -;5-c3 C8 TYPE 17-89 CE TYPE W 14.79 STA 36+30, 32,5 RT. RIM 17.50 1,E- (OUT) W 14.40 "All rr ii K Ln 3- 7C, 52_5' cG%kscT0w TO EX. ca RJVI I&S8 _F_ (GUI, MW 113.58 4LF 8'0 LCPE AW, CS TO SPADE I.E. Cd%j SA 71,3 58, I I , I rIA OAKESDALE AVE. SW EXTENS;0N -';_-,-/_SE DRAtNAGE PLA% AND P7;0­0 STA.. 42— "1 0 TO STA. 47 — I j CONSTRUCTION %C uE REAf9,'E Co AND PLUG PPE REMOVE CS AND FULL LENGTH OF PPE Ui C-ROSSiiNG LIMTED CLEARANCE BACKFiJLL TRENCH WJH, CD TC CROWN ELEV_ OF STORM P;P;7 FULLY ENCAS;NG STORM UT U�r ABOVE CROSSH%G LOCATiON, 44+GO 45+00 N0443-02E 46+00 AW_ S.W. 2 OAKMALE 4 C3 TYPE I 1-9 TYPE I A 45+00, 32-5" STA 46+90, -'­5' RT, CONCRL-rE %_E� - -- - --------- - ----------- B C TYPE i PC 44+69-28 STA 43+77.D. 32.5 RT. /401 247 ­ -------------- --------- -­­-- ------------- --------- ------- --- --- *Ow ---- ------ --------- --------- --------- --------- ---- ------- ------ ---- .......... -------- --------- --------- --------- - - ----- -- --------- ----------------- cm 30� q can ................... ............ ....... ---------- - _-__ --------- < -------- ---------- --------- -------- I I I I I . . Iv - 'al— -: ----------- In 11 - 113 C) o ..2 c) F4_50! ma LL c3 W cv Q� :3 r- 0 co in, -2 ...... 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SW EXTENS;0N -';_-,-/_SE DRAtNAGE PLA% AND P7;0­0 STA.. 42— "1 0 TO STA. 47 — I j CONSTRUCTION %C uE REAf9,'E Co AND PLUG PPE REMOVE CS AND FULL LENGTH OF PPE Ui C-ROSSiiNG LIMTED CLEARANCE BACKFiJLL TRENCH WJH, CD TC CROWN ELEV_ OF STORM P;P;7 FULLY ENCAS;NG STORM UT U�r ABOVE CROSSH%G LOCATiON, 44+GO 45+00 N0443-02E 46+00 AW_ S.W. 2 OAKMALE 4 C3 TYPE I 1-9 TYPE I A 45+00, 32-5" STA 46+90, -'­5' RT, CONCRL-rE %_E� - -- - --------- - ----------- B C TYPE i PC 44+69-28 STA 43+77.D. 32.5 RT. /401 247 ­ -------------- --------- -­­-- ------------- --------- ------- --- --- *Ow ---- ------ --------- --------- --------- --------- ---- ------- ------ ---- .......... -------- --------- --------- --------- - - ----- -- --------- ----------------- cm 30� q can ................... ............ ....... ---------- - _-__ --------- < -------- ---------- --------- -------- I I I I I . . Iv - 'al— -: ----------- In 11 - 113 C) o ..2 c) F4_50! ma LL c3 W cv Q� :3 r- 0 co in, -2 ...... 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OF STORM PIPE TOP OF DEAD STORAGE. 10'x54', 540 SF, 159% OF REQUIRED AREA -uLLY ENCASING STORM urjL;�y LL LENGTH TO WlDjh RATIO: 5.4LAW ABOVE CROSSING LOCATION. -- - ---------- --------- ------ - --------------------- ----------------------- -------- ------ ---- --------- ------ ---- ------ - ------------ ------- -------- ----------- ---- -------------- ----------- - ------- - --- ------------- --- -- - ------- -- ------------------- "PV, STA- 48+55 tr-, . m - - - rL, 03 + EV .28,5 �: .... - � 1� - n - - -- - ------- ...... ............. 3 f3O VC w �<- -10- :+ ro + + q w C) lo: ---------------- ...... + :2 5 -------------- ai ;5- ------ ---------- a ---- --------- uln :in : < w - Lo,: -: - M�! 2" ACP OVERLAY 6i -b > 0 cn . : 20: KZLO. - ------ --- ------ --------- ------- CN ....... ...... ........ .. -1.50%- 4iEF :2 Diff: 15: BRIDGE A 91 a ... m.w ........................... --------------- ------------ -4-W CA: N --------- -_7 731�- L� I I 2007 �' �-p 2z"O SD P - ----- -- WATER QUALITY VAk)LT 73LF 870 LCPE MAiNT, 1 11, L- -- \- 12-. 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(IN) N 13.60—/" SAFFLE WALL SHALL HAlrt #4 BAR--- AT '12" SPACING EACH WAY. 72"o TYPE 2 CATCH BASIN zY 3'E° a '�� aW r�.y� a� Li LL'i ac c° 'E c �{ D chi ti� F I� $ 2D LL- 2' V N, 1! PLAN NOTES MIN, 2" V4% 1 j 1. EXCEPT AS SHOWN OR NOTED. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2. 72- DLk 2. BAFFLE WALL SHALL HAVE 14 BAR AT 12- ELEVATION SPACING EACH WAY. 3. PRECAST BAFFLE WALL SHALL BE KEYED AND GROUTED IN PLACE. CB TYPE 2 STA 15+61.0, 46.6' RT. rA� Ja 1N 111 z f4 7$ PLAN CB TYPE 12 SCALE: 1 " =2' LOCKING MANHOLE RING AND COVER — � —0 ,I . E. tIN) NW 12-20 LE, 11.20 2• MIN. BAFFLE WALL SHALL HAVE 14 BAR 6- AT 12 SPACING EACH WAY. 2• MIN- 72"0 TYPE 2 CATCH BASIN ELEVATION NOTES 1. EXCEPT AS SHOWN OR NOTED, CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 72- DIA. 2. BAFFLE WALL SHALL HAVE #4 BAR AT 12- SPACING EACH WAY. 3. PRECAST BAFFLE WALL SHALL BE KEYED AND GROUTED IN PLACE. STA 25+50, 41.0' RT.. rf"*� SCALE: 1'=2' OAKESDALLE" AVE. SW EXTENSION —PHASE IA D111r. N6. SHEET DRAINAGE DETAILS f 4J ro F 96 N 1p" /�ASPHALT PLAN CB TYPE I "DW-8 11 STA 2+31.5, 11.7' LT. SCALE: 1"=4' GENERAL STORU DW-NAGE NOTES: T- PIPE LENGTHS AND SLOPES CALCULATED CENTER OF STRUCTURE TO CENIER OF STRUCTURE- PIPES TO ENTER STRUCTURES AT INVERT ELEVADPONS SHOWN ON PLANS. 2- UNLESS OTHERWISE NOTED, ALL CATCH BASINS SHALL HAVE LOCKING OPEN CURB FACE FRAMES AND STANDARD GRATES, 3- STATION AND OFFSET CALLOUTS FOR AREA INLETS AND CATCH BASINS ARE NOTED FOR CENTER OF STRUCTURE. 4- UNLESS OTHERWISE NOTED, REMOVE AND DISPOSE OF ALL EXISTING CULVERTS IN DITCHES PRIOR TO FILLING OVER DITCHES. CONTRACTOR SHALL DISPOSE OF PIPE OFF–SITE PER SPECIFICATIONS. 5- ALTUMATE PIPE MATERIALS MAY BE ALLOWED SUBJECT TO ENGWEEWS WRITTEN APPROVAL. rn 24"0 LCPE -4-- ASPHALT pm -11111 '0111 LOCKING MANHOLE RING AND COVER 4– 24"0 LCPE LOCKING OPEN CURE FAC- FRAME AND GRATE AaAm--;,CNEI-� u9i PLAN CB TYPE 2 - STA 30+09.0, 34.6' LT. SCALE: 1"=2' D3 ID 4 5 24X s X z 3: no -E E < OAKESDALE AVE. SW EXTENSION — P.HASE IA DW�l NO. D-i 2 SHEE-1ac �Z) DRAINAGE DETAILS I L , - OF PHASE 16 C0%'S7RLC_:G%' Fl+tASE 1A C0%S7RUC-,)ON VARIES VAMES VARIES REGRADE PER DVtG Wl I — — — — — — — i ----------- I - - - - I I I I I I - - - - - - - - EX�ST NG GRADE— NO DEPTH PACED Mp, Mp�gg AS 4H� IV _0011710M EiL = 9 Z-11 V� 12 DEPTH GUAWir SPALLS PLACED ON PORT90N OF PGft'D BUTOU (SEE PLAN FOR LOCAPON) WATER QUALITY POND I /"_C NOT TO SCALE w PHASE 1B CONSTRUCT-40N i P:iASE_ ',A CiDNSIFRUC TO% (N.j.c) /—MIN, EL_ 3.9' WATER QUAIJTY, POND AND DISPERSAL DITCH NOTES: i. CONSTRUCTION FENCING SHALL BE INSTALLED ALONG GRADING DAYLIGHT LINES TO PROTECT UNDISTURBED AREAS. SUCH AREAS SHALL BE FREE OF GRADING, FILLING, STOCK PILING, VEGETAT.'CN DISTURBANCE, AND EQUIPMENT STAGING. 2, SEE DWG W3 AND DWG W4 FOR PLANTING PLAN. 3- OVER-EXCAVATE I FOOT BELOW GRADES SHOWN ON PLANS :N AREAS WHERE QUARRY SPALLS WILL BE PLACED. 4- SETTLEMENT OF SAND PLACED OVER QUARRY SPALLS IS ANT,C.PA7ED. FINISH GRADING IS NOT REQUIRED. 5- PLACE SAME QUARRY SPALL AND SAND SECTION USED FOR POND BOTTOM ON POND ACCESS RAMP WHERE SHOWN ON FANS. & OVER-EXCAVATE 6- BELOW GRADES SHOWN ON PLANS ON PC),%-- AND V-DITCH SIDE SLOPES FOR PLACEMENT OF TOPSOIL 4' VARIES 15' 20' 5• 5' E REGRADE PER DWG W2 i -, .1 : -- ------- -- APPROXIMATE EXISTING uRAD_ ----- ---------- r -- T- ---------------------------- ---------------------- TOP OF BERM EL. = 12.5' TOP DEAD STORAGE: EL_ = Ll -5. //-4 - DEPTH SAND AS PLACED NO COMPACTION BOTTOM EL = 7-5 12' DEP-H QUARRY SPALLS PLACED ON POND BOTTOM (SEE PLAN FOR LOCATION) WATER QUALITY pnt\in -? NOT TO SCALE W" AN�ROXIMATE EXISTING GRADE ---------- /_ QUARRY SPALL PAD I v ��l O�H: BOTTOM V-DITCH EL_ = 12.10-::::; .......... V-DITCH OVERFLOW EL. = 13-60 AND TOP OF DEAD STORAGE DISPERSAL V-DITCH I NOT TO SCALE DI L) - .2 .7 (A 2 4k Q PHASE 1B CONSTRUCTION PHASE IA CONSTRUCTION (N.I.C)' VARIES 20' REGRADE PER DWG W2 ------- APPROXIMATE EXISTING GRADE — — — — — — — -- — — — — — — — — — — - - - - - - - - - - - - - - 4' TOP DEAD S TO QUARRY SPALL PAD i2 :IV �1OH:IV SMOTTOM V-DITCH EL = 9.50 V-DITCH OVERFLOW EL = 11.50 AND TOP OF DEAD STORAGE DISPERSAL V-DITCH 2 KD NOT TO SCALE z W" AN�ROXIMATE EXISTING GRADE ---------- /_ QUARRY SPALL PAD I v ��l O�H: BOTTOM V-DITCH EL_ = 12.10-::::; .......... V-DITCH OVERFLOW EL. = 13-60 AND TOP OF DEAD STORAGE DISPERSAL V-DITCH I NOT TO SCALE DI L) - .2 .7 (A 2 4k Q r �n s� z 3 �s J � � Q 0f C �w �; _ - - -- —�I - -- --------- - - - - -- Go 101 I ya l 36'0 ACCESS MANHOLE (TYP_)- WITH SLOTTED, LOCK6NG COVER SEE CITY OF RENTON STD. PLAN B028 — — — — — — — — — — — — — — — 14' -10' 9 27' -10" CCRTRwL Oi>UT SPACING a° w o n� =_, z m ^� 09 EL. 21.04 MARK ". �< ._CONC..BAFFLE O 12 "0 INLET PIPE 1.E 13.50 EL 12.0 — _ -- - - - — fk EL 8.9 STD. GALV. LADDER OR STEPS (TYP.) _ _ _ -- - — — 12 '0 OUTLET PIPE WITH 90' ELBOW AND AIR RELEASE HOLE I.E. 15.50 24" MIN. J STD. PAN 6034 \�Ci SEDIMENT S TORAGE DEPTHS l BOTTOM SLOPE 0.67. �- 12'-'10" 'E v/ 522 -4" tl� =0" 1� Y gCfl I 1 ,73 M 10 _O° 7'-0' n � { V -4" 'I U 1i' -4' 2' -0' 2 5 (A) STR. - a 3 5 i 'LIMIT OF 264 STRUCTURE 4 5 EXCAVATION STR. 264 2340 s 4 (A) I? - 6" (TYP.) 6 5 14' -3i° 70 Ngx a 7- 1 -O' 4 ' a n m 27' -10" CONTROL JOINT SPACING PLAN SCALE: 1/4 " =1' -0" FINISH ROADWAY GRADE TOP OF SLAB EL. 17.53 — EXISTING GRADE — — — — — — — ADD 2 1 a 18 BOT 0 4" ADD 2 13 17 SOT 0 4" EA. SIDE OF OPENING #1 ��� yl SHEAR GTE CONTROL ROD BEND AS REO'D FOR VERT. ALIGNMENT WITH COVER, EL 19.56 ATTACH END TO SUPPORT BRACKET ON INSIDE OF ACCESS OPENING. DETAIL SECTION n SCALE: 1/4 " =i' -O" - E EL 8.6 BAR LIST 1.2" MIN, MARK SIZE ._CONC..BAFFLE O 12 "0 INLET PIPE 1.E 13.50 EL 12.0 — _ -- - - - — fk EL 8.9 _ _ _ L 14 5.6' WETPOOL DEPTH _ _ _ -- - — — 12 '0 OUTLET PIPE WITH 90' ELBOW AND AIR RELEASE HOLE I.E. 15.50 24" MIN. J —(} EL 83 4 _ BOTTOM SLOPE - SEDIMENT S TORAGE DEPTHS l BOTTOM SLOPE 0.67. �- DETAIL SECTION n SCALE: 1/4 " =i' -O" - E EL 8.6 BAR LIST ALL REINt ORCiNG SHALL BE AASHTO M31. GRADE 60. MARK SIZE LENGTH JNVE3ER I WEIGHT I EIENDY G DIAGRAM (ALL DIMENSIONS ARE OUT TO OUT) 1 5 12'-'10" STR. 39 522 -4" tl� =0" 1� Y gCfl I 1 ,73 M 10 _O° 7'-0' n � { V -4" 'I U 1i' -4' 2' -0' 2 5 (A) STR. - 675 3 5 3' -42" 264 928 4 5 (A) STR. 264 2340 5 4 (A) STR, - 766 6 5 14' -3i° 70 749 7- 5 25' -1" 14 366 8 5 8' -6" - 20 177 9 5 5' -92" 20 121 STR. STRAIGHT TRANSV TRANSVERSE •10 5 3' -1T" 2 140 456 Al 1' -4" 1 v I p Q- 11 8 V -4° STR. 60 1815 4 +�•4tio• x y 12 7 A STR. - 1202 (A) DETERMINE FROM PLANS 13 7 8' -0" STR, 8 131 14 5 9' -10" STR. 4 41 15 Fil 5 3' -8" STR. 1 7 27 J12'0 OUTLET PIPE 8 "0 LWNTENANCE DRAIN W /SHEAR GATE LF- 9.90 OAKESDALE AVE, SW EXTENSION —PHASE 1A 0wG N0, n13 SHEET WATER QUALITY VAULT 47 OF 56 GENERAL NOTES: 1 _ ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE STATE OF WASHINGTON, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION DATED 1996, AND CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS. 2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 1996 AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES. 3. ALL CONCRETE SHALL BE CLASS 4000, 4. DESIGN LOADING: LL: HS25 SOIL DENSITY: 125 PCF EQUIV, FLUID PRESS.: 45 PCF WATER TABLE: EL. 9 -3• LEGEND: T1 i I IDENTIFIES SECTION, VIEW OR DETAIL TAKEN OR SHOWN ON SHEET D14 DASH INDICATES SECTION, VIEW OR DETAIL IS TAKEN AND SHOWN ON THE SAME SHEET BOT BOTTOM CL CLEAR EA, EACH EQUIV. EQUIVALENT GALV, GALVANIZED HEF HORIZONTAL EACH FACE HIF HORIZONTAL INSIDE FACE HOF HORIZONTAL OUTSIDE FACE HOR. HORIZONTAL IL. LIVE LOAD LONG LONGITUDINAL NTS NOT TO SCALE OUT OUTSIDE PRESS. PRESSURE REQ'D REQUIRED SPA SPACED STR. STRAIGHT TRANSV TRANSVERSE VEF VERTICAL EACH FACE VERT. VERTICAL 4 +�•4tio• x y y2476? �* < � ownzs re /u/ae Co, D- Zai�7�Q 24X d�rY� X — f f � u, -1 Z Z I Cr G w� w to � L' r f no Op 6 } zW U a= 0 'G \>_ a� C 3 I' x l�g 0 T 0 I n cn w Q D 2 SPA 10 = 07 LONG — LAP 3'_0„ 10 #5 DCAE,�S 0 ;2 SIDv AND END BIWAALiS V —O' ;��i 1 1 %f 8 X 1 I' -4' TRANSV 0 12- —y 2' CL- -- /x \. ,l L— 6' L 3' CL 9_J _ DETAIL 10' 9' 2' —'4]" 2' -4' I 13' -2' NOTE: CUT SLAB BARS AT MANHOLE OPENINGS AND ADD BARS PER PLAN- ADJUST WALL STEEL TO ACCOMMODATE PENETRATIONS. SECTION NTS D13 2' -3' ? 15 — LAP 2' -0' #5 HOF ENDINALL 0 12' 1 V -4' _ 7'— O'�7' —O' 2 CL 10 � #4 HEF SIDEWALL 0 18' 264 C�::) 15 VEF 0 12" SIDE AND END WALLS 15 DOWEL TO MATCH VERTS. 2' -3' V -3' I� 3 II ,� s! OAKESDALE AVE. SW EXTENSION -PHASE to Dwc NO. D14 TOP OF SLAB SHEET WATER QUALITY VAULT 48 OF 9� 2" CL b fl 7 w I A 9' 7 5 VERT. 0 6 EQUAL SPACES 9" ROUGHEN JOINT =L AT CORNER I 1 2' CL. ' 9 15 LONG 0 ;F' - LAP 2 - -D° 39 = 05 X 8 a, s� 7 s � I 1 \. ,l L— 6' L 3' CL 9_J _ DETAIL 10' 9' 2' —'4]" 2' -4' I 13' -2' NOTE: CUT SLAB BARS AT MANHOLE OPENINGS AND ADD BARS PER PLAN- ADJUST WALL STEEL TO ACCOMMODATE PENETRATIONS. SECTION NTS D13 2' -3' ? 15 — LAP 2' -0' #5 HOF ENDINALL 0 12' 1 V -4' _ 7'— O'�7' —O' 2 CL 10 � #4 HEF SIDEWALL 0 18' 264 C�::) 15 VEF 0 12" SIDE AND END WALLS 15 DOWEL TO MATCH VERTS. 2' -3' V -3' I� 3 II ,� s! OAKESDALE AVE. SW EXTENSION -PHASE to Dwc NO. D14 TOP OF SLAB SHEET WATER QUALITY VAULT 48 OF 9� SECTION K NTs 13 I!IIIIRI 10 #5 DOWEL EA. END (TYP.) I v— UKUUVL CE. FILL ALANT ERSTOP SECTION I CONTROL JOINT IN WALL 13 NTS SAWCUT 1/4" WIDE X 1" DEEP FILL W/ SEALANT SECTION M CONTROL JOINT IN FLOOR D13 NTS :oar, r A. 76 c 4q- !f owixES +z /ix/va Cis; ie7o 97. 24X 4 A4 15 HOR. CENTER IN 2" CL, (TYP.) ® 3 EQUAL SPACES BAFFLE 9' 7 5 VERT. 0 6 EQUAL SPACES 9" I SECTION K NTs 13 I!IIIIRI 10 #5 DOWEL EA. END (TYP.) I v— UKUUVL CE. FILL ALANT ERSTOP SECTION I CONTROL JOINT IN WALL 13 NTS SAWCUT 1/4" WIDE X 1" DEEP FILL W/ SEALANT SECTION M CONTROL JOINT IN FLOOR D13 NTS :oar, r A. 76 c 4q- !f owixES +z /ix/va Cis; ie7o 97. 24X