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HomeMy WebLinkAboutSWP2703430.2060.......... ........ . I ...................... . ...... ....... 60 GENERAL DRAINAGE NOTES: .......... :. 108 106 ..... .. ...� ... ....... ...... 95.... ..... ¢ �. 3 � CD Q z ^ a craw . w . Q...W W w......:......................... ... �i N, W.W.W................ .. . ............................ ...................L.. d. cN...W'W. �. ^^.3 _i �.. Uj _. WCo Nv. C N1_11 G) CJ i1 V ca C�7 U V - j W a® <t.� N J r ,^ N r N r W � .. N r N N WEST GU r r � Q� W � ..... Z 0 r. N _ co w.w a U . GL . x N� W �r'y CV OQ 00 40 + •Qoo ¢ ..... r , .... .�. � . Lo L0 PROFILE .' I- r'"N + w R N N + °G o rn �n r 4 J. . . _ Q/ O . - . . . 40 z..cv .a� .00 . r�.. .......... _. Q T w .. ..,I. ... � .... .�. ... ...........� ��.t--...... ,. ..... Q r m �. N . Q C? .c ... f- w �- - II N II w N .. II w c ,... EX. 2 STEEL GA IE 2fi.4 � r 1Y1 Q c E- _ II ....... 11 II E GROUND :... ©a r73 1_ !L .. .IL .. I �,. 6 p. rh. I U N N a N cal `� c> cn ua C.QNTR... TO..VERIFY. LQ.QATLQN..& v cn a u� z r� W - w - o �' r� c., r� c., N m w w - W - D.EPTH.......... . :. ....AT CL.... ... ...... .. Lg .... m n v� �.I� ► u n ................ .41 � . ..... ....... . ...... ... ...... a _ ............ .., ...... ..... ... ... ... ........... 712 W P110 84LF 12"..CPEP 0� P109� 12.". CPEP ---. P108 92LF. 12:" CPEP 00:50�. .. . 20 -' -, 06 68L P P1 F 12" CPEP @0,88�. 20 514 ... ... .. .... r a' c�a . , 98. P107 37LF 12" CPEP .. ...... �0:52� ... SAME CB . :1:3 X 3:2 t� .. ... :�, .. .PROFILE, THIS. SHEET JOINT UTILITY... ....:..... A � � m.� .. .... A .. .... .. ..... .. � . .. 11OL. TRENCH .............. ............ I. � + ¢ z: N IM.r- ........ NC6 ...... ............ .a 18" CPEP 91.50% P514 �n 42LF .. m <c c� ¢ a `�' . w a .►-, .�. w . ......STANDARD....... CB521-TYPE .1 .. 521 ...... ®... . LE Lrf I U 12" U CPEf� �►1:86' .. cn � L v> ..... .... GULAR FRAME RECTAN y P98.11OLF 18 . CPEP ®0:92% , U LOCATION &DEPTH . ....... ....... t -- STA 43+58„ 58.$..L 0 ............. RIM:, .. '.. C8513-TYPE 1 'STANDARD. 513 .... Q ,30.0. . - IE=26.50, SD(E)..:...... . .. .. P513 1'8LF 12" CPEP' @3.97 RECTANGULAR FRAME . P521 2.2', ...... .... �(. 5.4'... ....... 2.L' X 3..0' STA 42+55 (64.7 L) 11 LF SD JOINT UTILITY . JOINT UTi L1TY:.. RIM: 29.8. ,, @23 2230 IE=26.00 12 CPEP(NW) TRENCH TRENCH .......... ...... .. ... ... ..... ... .... ....... . IE=26.00 12" CPEP(NE).... ; ..... :... . IE-25,1f 6„ EX SD (W) ...... ................. . 42 43 ,... 44..... 45 .......... 46 WEST SIDE 60 60 w 100 z . 98 ....... ..... ....... ... �.. Q.. .Uj c� z �' • .. a �. a o � rz w .w. o. ...... OD � Q. w. a w o .. �� Z t.. Z a .:. u a ... � r W w a. ca_.. W a....:. co w W. m w p, w a co r W o a w a ... . ¢ rn rn w a W vo... Li c 3 aci. °- o r U U Lijx c, x ... F EAST UTTER 40 w W cr r!i..... N N _ cam -z..... . a :. w ". N' :n .... N_ .z N ......... r _j °O r N. N w ca. - a N N r- PROFILE 40 ...................................................... 1�-LL' U") N ":c �_ + r ro r. r7 o �... oa �- Co'a Q N ~ Z o Q •a- N- ,fi �.� i¢ N O Q p X 0 n Q a �r Gn Z F-- .�: �: 00 cs� Z.mot N . Li O c_�. J (6 :: CV co (V I- N .. 1 r^) r .CL7 r7 � ''� co cV cV 11..11 .. CV ... m W N , N N N <. . t1 11 N r EX GROUND 11 W Q N Q . N m ¢ F- _ o� Z Q, ¢ , l l c� cp.... c pp U, w w tn. [r - - w - �. us. G� �. IL cn w II w cn. U. W w tn. _. L.. W . Co. a_ AT C L . U w . W :. c-? - _ `•`' ...m t-- F-- �c l . 1. PIPES LABELED "CPEP" SHALL BE CORRUGATED POLYETHYLENE STORM SEWER PIPE. 2. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 3. ALL STORM DRAINAGE RIFE HALI HAVE Ar,-MTGH- :dCD TS. 4. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: a. TYPE 1 - RENTON STD. PLAN 200,00 b. TYPE 1 L - RENTON STD. PLAN 200.10 c. CONCRETE INLET - RENTON STD. PLAN 200.30 d. TYPE 2 - RENTON STD. PLAN 201,00 5. CATCH BASINS SHALL BE CONSTRUCTED WITH OPEN CURB FACE FRAME (RENTON STD. PLAN 203.00) AND VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: a, STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 b. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 c. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 d. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 6. STATION jOFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7. SEE DRAWING No. 129 FOR TYPICAL PIPE. TRENCH CROSS SECTION CPEP ®0.58A .., ..:, !I a 509 TYPE .... CB E - „ - 'RECTANGULAR* SOLIDM AL R 509 P102 122CF 12 CPEP ®0.56� n P99 82LF .12 CPEP �0.43% STA 45+00 (641 R) V RIM: 30.8 20 E�`. � . P�,C _ P100 43LF.. _ C696-TYPE 1 „ . . 7.8" ) _( C EP _.. , .. UNDERGROUND POWER, INV. UNK: 12" CPEP, STANDARD IET27.07..8 . CPEP(.W) ..... CONTR. TO VERIFY LOCATION & DEPTH 00,54% SAME CB P111 6 LF 8� CPEP �5.00% EX: TLLF: COMM. INV. UNK: STA 43+90A(59.4 R) .. , . , . CB112-TYPE . CONTR. TO VERIFY LOCATION & DEPTH , SAME, CB .. RIM: 31.0 _ . 8 EP E 3 8„ CPEP(SE) .1 .... tt2 - NC RAIN N . R FRAME. �45+12.(5 . . STA R) RD RECTANGULAR. FRAME . . . r . .......... . , 0 RIM, 30.4. , 0 _+87 . (59..1 R} 0.- o H,. 27 57 CPEP _8 CPIM:0.3 „ P508.58LF 12 CPEP 00.97% o ' n 7, 4 . N. . I� 2 0 " 5LF 8 CPEP �7,31� P112 4LF 8 CPEP ®5:16% n P75.30LF 12 CPEP �0.52� . P82 11 LF 350-01L WATER SEPARATOR _ r. R 1GPM 111 . 12 CPEP COALESCING - 100 G PM 3 P509 16L F COALESCING, - I uu ..,.,...., .020.38% STA 3 (fi2.8 R n , 0 65.3'. PEP ,R) . SAME CB . RIM: 31 0 350 7LF n E. 2.7 45 8 ...CPEP (N,W) .. I.E. , . ®2:47% . .. , RIM:, 30' 6 ........ „ I,E ..27.37 ' 8" CPEP (W &. S) EP �2 8" CPEP .00 T SEE DETAIL, SHEET 129 DE SHEET' . SEE' , . DETAIL,', 129 .. , . 42 ...43 44 _ 45..,....,.,. .. . , 4.. 6 0 5 10 20 40 60 EAST SIDE Hnr,17C, 1T A I �-� F, E IN FEET _ 1� r R. S�1 FQl3TEP� `' ':1► �s `i ' u�-�` r ♦ �i SURVEYED: KPG DRAWN BY: WRE_ DESIGN BY: WRE CHECK BY: KRS PROJ MGR: JF FILE: 0655DSTRM02.d'Ng 41X",k 753 91h Avenue N 2502 Jefferson Avenue Seatfle. WA 98109 Tacoma'NA 98402 (206) 286-1640 I253j 627-0720 CLIENTS PEOPLE I PERFORMANCE 1201 Third Avenue, Suite 1500. Seattle WA 98101 USA T 1 206 441 9385 F 1 206 448 6922 E seamail@ghd.com W www.ghd.com ''- CITY OF RENTON F'u.,l '0ic.rr,s Depicirtment APPROVED FOR CONSTRUCTION BY: DATE: (VERTICAL SCALE = 1 /2 HORIZONTAL SCALE) RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST STA 42+00 TO STA 46-a-00 D=343020 BID DOCUMENTS DRAWING NO. 123 PROJECT NO. TEC+403 30 FED AID NO. DATE: N1*)V_2011_ SHEET NO, _1 23 OF 304