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Home My WebLink AboutzD-3401SetNUMBER c I USA MINI -MART r,P.6 -� _� & u �j \ , 1 „ C P CPEP C) r/ 29 101 w 1\ 3 I 31 CD \ c+v 00 \ Q \ \ z \ J \ Q I � I J '.:9 u-- - -- - - - - - -- -= - _ ° co RAINIER AVE $ 13 OD 14 00 w 1 00 0 —12 I � W I71 1 a z 0 1 — 1 � \ — / 1 7 I 7 I 501 RiM 7 00 - -- DRAINAGE CONSTRUCTION NOTES: O CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE O CONNECT NEW PIPE TO EXISTING CATCH BASIN OR MANHOLE O3 REMOVE STORM DRAIN PIPE (SEE GENERAL NOTE 8) O4 REMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 8) O5 ADJUST EXISTING RIM TO GRADE O FIELD VERIFY LOW POINT PRIOR TO CB INSTALLATION O ABANDON AND FILL STORM DRAIN PIPE O ABANDON AND FILL STORM DRAIN STRUCTURE 13 LOCATE BURIED STRUCTURE AND ADJUST EXISTING RIM TO GRADE REVISION DESCRIPTION DRAINAGE STRUCTURE NOTES: 3 4 -- 1 1 '',CB 27294 SHEET RIGHT OF WAY PLANS 113 , RIL: 21.60' EXISTING CONDITIONS 56 6 LE. 23,5' 'V9, 8' CONC \ CAPPED AT ENC ALIGNMENT PROFILE r1SDhJH DRAINAGE PLAN 105 27332 114,115 WATER PLAN SOUND FOIP 2E.12' WATER PROFILE 147 22.5 E, 8' CONC LE. X9.8' S, 12" CCNC LE. 19.6' N, 12" CCNC �XWFIRMED _091 POINT X SEE PROFILE SHEETS 114 & 115 FOR DRAINAGE STRUCTURE AND PIPE INFORMATION 5 SEE DETAILS - SHEET 127 FOR CONNECTING NEW DRAINAGE STRUCTURE TO EXISTING PIPE AND FOR CONNECTING NEW 36" CPEP TO EXISTING SDMH 26802 ❑ 8 SEE PIPE CONNECTION DETAIL - SHEET 127 BY I APP.I DATE SURVEYED: KPG DRAWN BY: WRE DESIGN BY: WRE CHECK BY: KRS PROJ MGR: JF FILE. 0655DSTRh101.dwg M 753 9th Avenue N 2502 Jefferson Avanue Seattle, WA 98109 Tacoma, WA 98402 (206)286164C (253) 627 -0721 Winv.1g.Orm I— — C 31297 9 - - - -- 130 0 PLAN CLIENTS I PEOPLE 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA T 1 206 441 9385 F 1205 448 6922 E seamen@Dghd.com W .ghd.com CITY OF RENTON .0 public Works Department APPROVED FOR CONSTRUCTION DATE: 11041511? GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 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 1L - 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 /OFFSET 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 8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY "REMOVAL OF STRUCTURE AND OBSTRUCTION" 9. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION 2- 02.3(4) OF THE SPECIAL PROVISIONS (FOR PIPES) AND SECTION 7- 05.3(2) OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS (FOR STRUCTURES). 10. STRUCTURE(S) TO BE PRIVATELY MAINTAINED BY PROPERTY OWNER (STRUCTURE NO.): 113, 130, 146, 501, 502 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE 94 DRAINAGE PLAN 105 DRAINAGE PROFILE 114,115 WATER PLAN 133 WATER PROFILE 147 JOINT UTILITY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS 196 CHANNELIZATION & SIGNING PLAN 218 ILLUMINATION PLAN 229 IRRIGATION PLAN 283 LANDSCAPE PLAN 295 D- 343002 0 5 10 20 40 60 SCALE IN FEET RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE PLAN STA 12 +00 TO STA 15 +50 BID DOCUMENTS DRAWING NO. 105 PROJECT NO. TED403430 FED AID NO. - CM0167(046) DATE: NOV 2011 SHEET NO. 105 OF 304 D z a n ti ti u N o� d � a .p o w O N z 0 H NUMBER i 24 14 ' \ 1 C-" 1257b _-- rcitR \� PHO $ THAI \ ^� N R v 24.50 - �7- 'f —'7 't 239_ t LE —2'.6' YJ• 6" — -* — — — —6 — — C)r C (CLOCGEDI — - I CD 22660 Rua 2s Co 22R3 I.E. a EW 6 co c Ritz 2a- as - -- SEATTLE SUPER ' E. 22 z s, 12-C 0 � SUPPLEMENT GENERAL DRAINAGE NOTES: ' E• 21.n' N 12' CONC '. _ 33 \� / 1. PIPES LABELED "CPEP" SHALL BE CORRUGATED POLYETHYLENE STORM SEWER PIPE. _ _ —� X/ - ' - - - 2. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER -_ �u �1Y• 30 j PIPE. �- -� 3. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 2 js r!"5"" , 4. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWNG STANDARD PLANS: 12 CPEP a. TYPE 1 - RENTON STD. PLAN 200.00 r= s b. TYPE iL - RENTON STD. PLAN 200.10 c. CONCRETE INLET - RENTON STD. PLAN 200.30 c = d. TYPE 2 - RENTON STD. PLAN 201.00 2z oz 5. CATCH BASINS SHALL BE CONSTRUCTED WITH OPEN CURB FACE M 24:_ " LW FRAME (RENTON STD. PLAN 203.00) AND VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE o AS FOLLOWS: 0 x.20_ �o 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 O w 4 � 6. STATION /OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED 3 ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. g 7. SEE DRAWING NO. 129 FOR TYPICAL PIPE TRENCH CROSS SECTION _ 8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY "REMOVAL a OF STRUCTURE AND OBSTRUCTION" 9. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE �- ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION 2- 02.3(4) OF THE SPECIAL PROVISIONS 1/ ( (FOR PIPES) AND SECTION 7- 05.3(2) OF THE STANDARD -,q SPECIFICATIONS g 3 _ _ SPECIFICATIONS AND SPECIAL PROVISIONS (FOR STRUCTURES). q.2;• v �Jrr 10. STRUCTURE(S) TO BE PRIVATELY MAINTAINED BY PROPERTY OWNER (STRUCTURE NO.): 33, 132, 216, 503, 504 CORRESPONDING SHEETS f°' i• is .�[ d'ar .. ___ __— (' —._ -. - —..__. — —: >__ a � F I 11. t %l�: UGP— U -7 uc1J ucP - _ - - -' a -- f = _ UcP -- uc X__ _ ------ - - - - -- - - - -�\ - -� - - t c' I -gip u— c 32 12. y. G - - ---- - - - - -- CPEP f - __6 GG - 8 9 - 3 cP <- 22 - - - 4 % +JI - j 18 00 20 pi �J 12 CPEP --12" CPEP 17 00 �/ b - - — o 19 00- 1 RAINIER 16 +00 e 12 + 1 1 4 7 (� - - - - -- -- -- - - /� -// _ _ 218 4 cJ N 11 1 11 1 �. 11 — — \ 1'r vv- -- g` tr--- t °- -_ - -- - - — — — — ,,.. 7 T Cam` — 18" 71�� _ 9 n DIP - t_2" CPEP 9 Uc U — - -. - ,- - � \ l 12" CPEP /J --- L I 12" CPEP ^ol�e _ �/ - -� -� M3 31507 � _ Iv_ JI 3 1� a� J ;e au �Irt?352'f 132 / �__- 6 _ ___ - 3j2_1 5-' i �I - _ 216 R1 2J z6 ��rb v, z C ,YO _ 1504 21.4' [, 8„ CGN_, —�c._b o CB 3Jt86��1Y''G�,�4Gy� _ /O SOUND FORD v, ,2 _ � � -- -- r3 \ B 3 i09 302,98 -t - ,r -. _ _ I , 9 --- 1 CB 3 E. aw 2a 1, -/ _ 1 s�� ooN(� 7 7 cn' FIa �n.72' RIM 25.14' E 21 .2, W, 1 LONr 't tit 1 - d2 " m IE:. 20.0 N, 11,; CQNC 'v 8' C�Pr 6' GCn�l'; 1E 11,/ V 2� rn.., \ zos' mic WALKER'S RENTON .JUBARU 1. 21 7 E I2 I.E. 2 t.c cove DRAINAGE CONSTRUCTION NOTES: Ot CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE O CONNECT NEW PIPE TO EXISTING CATCH BASIN OR MANHOLE O REMOVE STORM DRAIN PIPE (SEE GENERAL NOTE 8) O REMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 8) O ADJUST EXISTING RIM TO GRADE O6 FIELD VERIFY LOW POINT PRIOR TO CB INSTALLATION O8 ABANDON AND FILL STORM DRAIN PIPE O9 ABANDON AND FILL STORM DRAIN STRUCTURE 12 INSTALL LOCKING SOLID METAL COVER ON EXISTING CB 14 FIELD LOCATE EXISTING DRAIN PIPE AND INSTALL STRUCTURE REVISION DESCRIPTION BY I APP.I DATE DRAINAGE STRUCTURE NOTES: X SEE PROFILE SHEETS 115 & 116 FOR DRAINAGE STRUCTURE AND PIPE INFORMATION 24 CB 24 - TYPE 2 48" CIA ROUND FRAME AND COVER FIELD LOCATE ON EXST STORM DRAIN RIM = FINISH GRADE IE = MATCH EXISTING KPHII SURVEYED: KPG RIGHT OF WAY PLANS DRAWN BY: WRE 7539NAvenueN 2502JeffersonAvanue DESIGN BY: WRE $eattle, WA 98109 Tacoma, WA 984(2 CHECK BY: KRIS 206)286164( 53 6279720 I° 1 PROJ MGR: JF It T 1 2D6 4419335 F 1 205 448 6922 xuw 1w.wm FILE. 0655DS7RA101.dwg KPHII SHEET RIGHT OF WAY PLANS CLIENTS I PEOPLE I PERFORMANCE 7539NAvenueN 2502JeffersonAvanue M $eattle, WA 98109 Tacoma, WA 984(2 71 206)286164( 53 6279720 I° 1 1201 Third Avenue, Suite 15DO, Seattle WA 98101 USA ALIGNMENT PROFILE T 1 2D6 4419335 F 1 205 448 6922 xuw 1w.wm E seamail@ghd.com W wwvl.ghd.com PLAN CITY OF RENTON .0 Fublic Works Department APPROVED FOR CONSTRUCTION a D- 343003 0 5 10 20 40 SCALE IN FEET CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLAN 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148,156 JOINT UTILITY TRENCH PLAN 166 JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLAN 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 M. RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE PLAN STA 15 +50 TO STA 20 +00 BID DOCUMENTS DRAWING NO. 106 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 106 OF 304 a z a n �N on a a � < W -c a .p 0 0 N o -1 NUMBER `NF \lam CB 2371,1 ) % 34 RI / H 24.4'''- �o L \ I.E. 21 f' �N, 12 ST�EL,� V'\w� CIO L RIM 24.W / v A \ 5 I.E. '-.C-' SE, TOP OF 8 MEIa. 2 \ `•\ / / /` � ' 1 / 7 4 - - -�- - - -_I 3 / �7Z-- % ! \ ...�.,. ,, 12o " -CPEP -. Y 12 EP O _n n _ - - ° �r7k,- -� - - -- - r-p 0 w 1 5 28 O � \ \ \ N \ \ 1113 3 \ o \ \ T oN 00- _ ___ _21 00' -= - -- T- _ \ \` 22 00 V) \ \ w z �i1 II CD 2290E V \ 16 rv.l 15 RIM 24.96 \ - - - <\ .I :' E 229 Sr, 8 \CON- \ C 3 14 O 44 - -- -- - - 3 - -o� L - - -- - - -- - 12" CPEP ` 12" CPEP-AI CPEP cs z J . / 12" = -co 134 - - -- I 1 �' It NIA ,5..2 - - l _ 135 `� LE\ 2 el 1`' 'ONC CB 30172 - R.M 2496 r>P ��----- - - - - -I 1 -. 23 1 S, 6' CONC LES SCHWAB / 1._. 22 9' N, 6' METAL 1 =. 22 9' N, G METAL CB 30171 _ _ RPd 24 89' I / I.L 25b '3, b MLIAL DRAINAGE CONSTRUCTION NOTES: 1 CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE 2 CONNECT NEW PIPE TO EXISTING CATCH BASIN OR MANHOLE O REMOVE STORM DRAIN PIPE (SEE GENERAL NOTE 8) O REMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 8) O ADJUST EXISTING RIM TO GRADE O6 FIELD VERIFY LOW POINT PRIOR TO CB INSTALLATION OINSTALL CONVERSION RISER AND ROUND FRAME AND COVER ON EXISTING CB. SEE RENTON STD. PLAN 200.40 OABANDON AND FILL STORM DRAIN PIPE 13 LOCATE BURIED STRUCTURE AND ADJUST EXISTING RIM TO GRADE 14 FIELD LOCATE EXISTING DRAIN PIPE AND INSTALL STRUCTURE REVISION DESCRIPTION BY APP. DATE E 3 5 \i M \ \\ 14� �-7 �`- R�o 2 5 .P \oC0 °GP C3 24446 RA 2497 L 23 3' E 4' CONC 231' Mir 6' CONC C3 23812 R,M 25.19' LE. 22:D' N'4 .2" CONS/ • :a SDMH "10900 ..__ .. RIM 2b 02 1 E 19 7 A, 6 CONC - R UGGED /ABANDONED LE 19.4 NW, 12" CONC �,t 17.7' E, 24" CONC 'A CB 2' 503 RINI 25.30 LE. 23.4 iJ 4 -CNC t I v c -� f5 WGF, -CC Li \V A RE -'1LL r jz \ \ J v \23 00'l- TINIER AVE S \ \ \ 38 \\_--- - - - - -- 17 \ \ \ \ 8 SGH�23t;D3: > \ \ GCB 23057 RIM 24 51 LE ' 1.5 L4' Al p I.E. 23.0' N, 6" CONC f RIM 23.86' , 108" MAIN \\ 0L� �� LE, 23.21 Sl 12 CONIC \ LE. 231 S, 6 CONIC CB 22764 LE. 23.1' NE, 12' CONIC RIIJ 24 82' CB 23111 CB 13071 LE 23.6' SE, 6" PLASTIC RI'd 2 5.07' �. RIM 25. 0 I.E. 23.5 N, 6" CONIC p 1�.t;, IZ" 1 LE. 23.3' SW. K' C0 LE. 223' S, 15" CMP� ��F_ LE. 23... LE. 2'2.2' E, 15" CLIP ^E. 23.'' SP/, 12" DRAINAGE STRUCTURE NOTES: X SEE PROFILE SHEETS 116 & 117 FOR DRAINAGE STRUCTURE AND PIPE INFORMATION 35 SEE DETAIL - SHEET 127 FOR CONNECTION TO EXISTING STRUCTURE 37 SEE DETAIL - SHEET 127 FOR CONNECTION TO EXISTING STRUCTURE 1 Y CPEP 5 j (T)\\\ 36 SURVEYED: KPG a0 EXISTING CONDITIONS ------- DRAWN BY: WIRE lk 84 ALIGNMENT PROFILE 96 DRAINAGE PLAN 107 124 CLIENTSIPEOPLEIPERFORMAN WATER PLAN DESIGN BV: WRE 753901 AvenueN 2502 Je0ersoo Avanue 167 JOINT UTILITY TRENCH PROFILES x CHECK BY: KRS SwIfte,WA98109 T3corra,WA98402 ILLUMINATION PLAN 231 IRRIGATION PLAN 0 (2061L86164E 12531827 -07�1 1201 Third Avenue• Suite 1500, Seattle WA 98101 USA U0 PROJ MGR: JF + T 1 206 441 9335 F 1 206 418 6922 11 DO WWW.Iqg.0Dnl E searnail@ghd.ectn IN w ,.ghd.wnn N FILE: 0655DSTRh101.dwg 36 a - -Q CB 31 DC RIM 24 96 IE °26' N 5" PVC LE 22 4' S , 3" P,'r BOB BRIDGE SCION SDMH 230f9 12" CPEP RgJ 25 58' IE 111810EE SI64' CONE` F`!C E 18 c 14, 24" CONC / \ �y & / CITY OF F ENTON .0 Fublic Works Department APPROV) =D FOR CONSTRUCTION BY: PLAN GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 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 1L - 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 OTHERNAISE 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 SOLD METAL COVER - RENTON STD. PLAN 204.10 d. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 6. STATION /OFFSET 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 8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY 'REMOVAL OF STRUCTURE AND OBSTRUCTION" 9. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION 2- 02.3(4) OF THE SPECIAL PROVISIONS (FOR PIPES) AND SECTION 7- 05.3(2) OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS (FOR STRUCTURES). 10. STRUCTURE(S) TO BE PRIVATELY MAINTAINED BY PROPERTY OWNER (STRUCTURE NO.): 133, 134, 135, 224 CORRESPONDING SHEETS D- 343004 0 5 10 20 40 SCALE IN FEET CATEGORY SHEET v- " "- a0 EXISTING CONDITIONS ------- -� - - -- - - O ALIGNMENT PLAN 84 ALIGNMENT PROFILE 96 DRAINAGE PLAN 107 124 w WATER PLAN 135 WATER PROFILE 149,157 JOINT UTILITY TRENCH PLAN 167 JOINT UTILITY TRENCH PROFILES x PROPERTY RESTORATION PLANS 198 CHANNELIZATION & SIGNING PLAN 220 ILLUMINATION PLAN 231 IRRIGATION PLAN 0 LANDSCAPE PLAN 297 U0 + 24 DO N H z ,r L Q a - -Q CB 31 DC RIM 24 96 IE °26' N 5" PVC LE 22 4' S , 3" P,'r BOB BRIDGE SCION SDMH 230f9 12" CPEP RgJ 25 58' IE 111810EE SI64' CONE` F`!C E 18 c 14, 24" CONC / \ �y & / CITY OF F ENTON .0 Fublic Works Department APPROV) =D FOR CONSTRUCTION BY: PLAN GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 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 1L - 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 OTHERNAISE 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 SOLD METAL COVER - RENTON STD. PLAN 204.10 d. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 6. STATION /OFFSET 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 8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY 'REMOVAL OF STRUCTURE AND OBSTRUCTION" 9. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION 2- 02.3(4) OF THE SPECIAL PROVISIONS (FOR PIPES) AND SECTION 7- 05.3(2) OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS (FOR STRUCTURES). 10. STRUCTURE(S) TO BE PRIVATELY MAINTAINED BY PROPERTY OWNER (STRUCTURE NO.): 133, 134, 135, 224 CORRESPONDING SHEETS D- 343004 0 5 10 20 40 SCALE IN FEET CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS 58 SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 84 ALIGNMENT PROFILE 96 DRAINAGE PLAN 107 DRAINAGE PROFILE 116,117 WATER PLAN 135 WATER PROFILE 149,157 JOINT UTILITY TRENCH PLAN 167 JOINT UTILITY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS 198 CHANNELIZATION & SIGNING PLAN 220 ILLUMINATION PLAN 231 IRRIGATION PLAN 285 LANDSCAPE PLAN 297 all RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE PLAN STA 20 +00 TO STA 24 +50 BID DOCUMENTS DRAWING NO. 1 07 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 107 OF 304 z m T/1 � V1 a m rn N lit J n ti A � d � K o w 0 NUMBER -�� BROWN BEAR CAR WASH n1 �, z. f LAIP ; 2 sE a cJao ti F° 1, 1, 6 cieF� • f � „ p + o ?5 DO C14_ �12" CPEP q i aN i J�O/ 'gyp 2367, CP r04 RU �1 3 ,_.__ /k l 2 5 r rs� Nw i Ir. �zs SE, 6' �,,:� � �6y7,2 �)2 - 'I'• "• 12" C ^'v LITHIA DODGE CHRYSLER p \\� 136 J 12 - �, ,777777 46 ate' ----- --------- „1� - - - - -- / - -- 4 3 9 i. RAINIER AVE S 2s - - - -- - - 27 00 00 J 44 9 26 00 a x 50 -, 1, Q -_.._ cu-• r n i/ __ -r=— - --- -- - - . 1 � �� S S __- — Fl p, c 13 �'7P - F(ry 8 ! Pv� 'U'4, ryEAD St•W,4. ^,t 1C1E, DRAINAGE CONSTRUCTION NOTES: O1 CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE O CONNECT NEW PIPE TO EXISTING CATCH BASIN OR MANHOLE O REMOVE STORM DRAIN PIPE (SEE GENERAL NOTE 8) O REMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 8) O ADJUST EXISTING RIM TO GRADE O8 ABANDON AND FILL STORM DRAIN PIPE O9 ABANDON AND FILL STORM DRAIN STRUCTURE 16 INSTALL FILTERRA 4' X 4' TREE BOX STRUCTURE 17 CONNECT FILTERRA 8” CPEP OUTLET PIPE TO CATCH BASIN REVISION DESCRIPTION ----- _�� IHOP — i DRAINAGE STRUCTURE NOTES: X SEE PROFILE SHEETS 118 & 119 FOR DRAINAGE STRUCTURE AND PIPE INFORMATION 200 SEE DETAIL — SHEET 125 FILTERRA UNIT BY I APP.I DATE SURVEYED: KPG DRAWN BY: WRE DESIGN BY: WRE CHECK BY: KRS PROJ MGR: JF 111 FILE: 0655DSTRA101.dwg GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 4. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: a. TYPE 1 — RENTON STD. PLAN 200.00 b. TYPE 1L — 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 SOLD METAL COVER — RENTON STD. PLAN 204.10 d. ROUND FRAME AND COVER — RENTON STD. PLAN 204.50 KPG^®, CLIENTS I PEOPLE I PERFORMANCE 7539thAvenueN 2502Jeffersonknue Seattle, WA 96109 Tacoma. WA 98402 1201 Third Avenue. Suite 1500, Seattle WA 98101 USA (206),86-164( (253) 627.072) T 1206 441 9335 F 1206 448 6922 www.kpg.07m E seamail@ghd.can W www.ghdtcam 43 1491 42 i 1 9 0 U \\ L9 Oo 60 3 r �� yA KFC �� r -- </� c 2'x.5 �QtE '15.2 8. 4 3 g�M Lh �N 'o,� i 0 ce 1.6 .a , Qvc PLAN 6 1 CORRESPONDING SHEETS 6. STATION /OFFSET 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 8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY "REMOVAL OF STRUCTURE AND OBSTRUCTION ". 9. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION 2- 02.3(4) OF THE SPECIAL PROVISIONS (FOR PIPES) AND SECTION 7- 05.3(2) OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS (FOR STRUCTURES)." 10. STRUCTURE(S) TO BE PRIVATELY MAINTAINED BY PROPERTY OWNER (STRUCTURE NO.): 136, 505 CITY OF RENTON .0 Fublic Works Department APPROVED FOR CONSTRUCTION �� BY� DATE: Ilz Z CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN 73 ALIGNMENT PLAN 85 ALIGNMENT PROFILE 97 DRAINAGE PLAN 108 DRAINAGE PROFILE 117 -119 WATER PLAN 136 WATER PROFILE 150,157 JOINT UTILITY TRENCH PLAN 168 JOINT UTILITY TRENCH PROFILES 184 PROPERTY RESTORATION PLANS 199 CHANNELIZATION & SIGNING PLAN 221 ILLUMINATION PLAN 232 IRRIGATION PLAN 286 LANDSCAPE PLAN 298 0 5 10 20 40 SCALE IN FEET RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE PLAN STA 24 +50 TO STA 29 +00 D=343005_ BID 60 DOCUMENTS DRAWING NO. 108 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 108 OF 304 6 a a <� m m a J ' ao a o � � w a .p 0 v ., N O z —7 GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 4. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: a. TYPE 1 — RENTON STD. PLAN 200.00 b. TYPE 1L — 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 SOLD METAL COVER — RENTON STD. PLAN 204.10 d. ROUND FRAME AND COVER — RENTON STD. PLAN 204.50 KPG^®, CLIENTS I PEOPLE I PERFORMANCE 7539thAvenueN 2502Jeffersonknue Seattle, WA 96109 Tacoma. WA 98402 1201 Third Avenue. Suite 1500, Seattle WA 98101 USA (206),86-164( (253) 627.072) T 1206 441 9335 F 1206 448 6922 www.kpg.07m E seamail@ghd.can W www.ghdtcam 43 1491 42 i 1 9 0 U \\ L9 Oo 60 3 r �� yA KFC �� r -- </� c 2'x.5 �QtE '15.2 8. 4 3 g�M Lh �N 'o,� i 0 ce 1.6 .a , Qvc PLAN 6 1 CORRESPONDING SHEETS 6. STATION /OFFSET 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 8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY "REMOVAL OF STRUCTURE AND OBSTRUCTION ". 9. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION 2- 02.3(4) OF THE SPECIAL PROVISIONS (FOR PIPES) AND SECTION 7- 05.3(2) OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS (FOR STRUCTURES)." 10. STRUCTURE(S) TO BE PRIVATELY MAINTAINED BY PROPERTY OWNER (STRUCTURE NO.): 136, 505 CITY OF RENTON .0 Fublic Works Department APPROVED FOR CONSTRUCTION �� BY� DATE: Ilz Z CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN 73 ALIGNMENT PLAN 85 ALIGNMENT PROFILE 97 DRAINAGE PLAN 108 DRAINAGE PROFILE 117 -119 WATER PLAN 136 WATER PROFILE 150,157 JOINT UTILITY TRENCH PLAN 168 JOINT UTILITY TRENCH PROFILES 184 PROPERTY RESTORATION PLANS 199 CHANNELIZATION & SIGNING PLAN 221 ILLUMINATION PLAN 232 IRRIGATION PLAN 286 LANDSCAPE PLAN 298 0 5 10 20 40 SCALE IN FEET RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE PLAN STA 24 +50 TO STA 29 +00 D=343005_ BID 60 DOCUMENTS DRAWING NO. 108 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 108 OF 304 6 a a <� m m a J ' ao a o � � w a .p 0 v ., N O z —7 43 1491 42 i 1 9 0 U \\ L9 Oo 60 3 r �� yA KFC �� r -- </� c 2'x.5 �QtE '15.2 8. 4 3 g�M Lh �N 'o,� i 0 ce 1.6 .a , Qvc PLAN 6 1 CORRESPONDING SHEETS 6. STATION /OFFSET 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 8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY "REMOVAL OF STRUCTURE AND OBSTRUCTION ". 9. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION 2- 02.3(4) OF THE SPECIAL PROVISIONS (FOR PIPES) AND SECTION 7- 05.3(2) OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS (FOR STRUCTURES)." 10. STRUCTURE(S) TO BE PRIVATELY MAINTAINED BY PROPERTY OWNER (STRUCTURE NO.): 136, 505 CITY OF RENTON .0 Fublic Works Department APPROVED FOR CONSTRUCTION �� BY� DATE: Ilz Z CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN 73 ALIGNMENT PLAN 85 ALIGNMENT PROFILE 97 DRAINAGE PLAN 108 DRAINAGE PROFILE 117 -119 WATER PLAN 136 WATER PROFILE 150,157 JOINT UTILITY TRENCH PLAN 168 JOINT UTILITY TRENCH PROFILES 184 PROPERTY RESTORATION PLANS 199 CHANNELIZATION & SIGNING PLAN 221 ILLUMINATION PLAN 232 IRRIGATION PLAN 286 LANDSCAPE PLAN 298 0 5 10 20 40 SCALE IN FEET RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE PLAN STA 24 +50 TO STA 29 +00 D=343005_ BID 60 DOCUMENTS DRAWING NO. 108 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 108 OF 304 6 a a <� m m a J ' ao a o � � w a .p 0 v ., N O z —7 0 5 10 20 40 SCALE IN FEET RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE PLAN STA 24 +50 TO STA 29 +00 D=343005_ BID 60 DOCUMENTS DRAWING NO. 108 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 108 OF 304 6 a a <� m m a J ' ao a o � � w a .p 0 v ., N O z —7 NUMBER CI Z o° x ry 00 J V \ 59 �-4LI 25 H, --� ----- � I - s CPF \ �iERIDOE ELEV A.r 1 I a < RIV a6, c. HDrer , \-- RAI DEEP STRUCTJRE FIM t9 h' I Fl1L ,AT ER DIP 18 70 40 T, i _ �.,L, I 18" CPEP 3 18 I 1.2' E 2r CONC N�l I F V " N 'I 2000rlc 16 48 7.3' 4 181 uNKno, N 0 r n 1 L) YOV IIOLIVI � I -__ -_- -__ -I I RIM 21.( 2' - - -1 I.E. 170 S, 18 CONC I.E. 170' N. 18 CONC GENERAL DRAINAGE NOTES: qlRl-_ sDMN 1,262 1. PIPES LABELED "CPEP" SHALL BE CORRUGATED POLYETHYLENE RIM 213s STORM SEWER PIPE. SOUTH LAKE.E. 16.4' 18 cone 4 N 18' CONC CONC BLOCK VETERINARY RE 3 2. PPIPPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER 301 3 4 3 4 �* 3. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. _ 71 BRIDGE I --- -: !v is rrr� 1 K I -E '8.6' CB T51 ly 0 9 63 RIM F61 il. 62 — \ CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR N— uc;' PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: FRAME (RENTON STD. PLAN 203.00) AND VANED GRATE (RENTON STD. ° PLAN 204.20) UNLESS NOTED OTHERWIISE ON THE PLAN OR PROFILE 33+00 + AS FOLLOWS: J g� 4' 64 1 ¢ a. STANDARD RECTANGULAR FRAME - RENTON STD, PLAN 204.00 �\ 58 53 z UD Uu " ! y g z° 18 4 18 65 cs eels __ w e RECTANGULAR SOLID METAL OVER ENTREN ON STD PLAN 204.10 7 EP ` _ 18 4 c� a / 3 w wrl ?2.83 F � 3 a � BRDGGE 4 a 8 z B 3 g E ` " 3 �` 8 ` o ,� pol oM v L _ _ _ _ - _ _ L- - - s° - uCKr4�v _ _ � d. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 57 t. RI r " 3 E u -- 4 47 56 8- - - 6. STATION OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED arc •- CEP V, -- El _ -� ¢ ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 12 2" CPEP 4 " CPEP 7. SEE DRAWING NO. 129 FOR TYPICAL PIPE TRENCH CROSS SECTION r �• — �— \ \ \ \ 8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY "REMOVAL AZATLAN 3 / \ �l _ -. _ _- `- " -i -I - - - - OF STRUCTURE AND OBSTRUCTION - "40 L ABNNCOIJ,.� " ' vv -�_ r - ! i1 21 f>1 0.9 -il„4 CONC 'NASL ce tag 6 4 12" CP - — _r -caum d p \ CB e03e i RIIn 7 - _ _ f�? _ _ _ _ _ E. 1..e' E, , 2" c NC 9. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE i I.E. 2a , , 6' coNC \ ; _ _ 6 - - - - _ _ J G, �, 55 I r '.a' s 1 z Co NC I FI'J '1.as' ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN \ \ _ \ E. y 2 s. e oNc CS 2137 6 _ _ _ _ �, I ACCORDANCE WITH SECTION 2- 02.Z�4 OF THE SPECIAL PROVISIONS 4161 25.10' \ ___ I__ -i 'I r�11 C680C S `�1 ) J c15 Fw OIL Td�P EL3 / ►'� _ _ - - f 505 r 2077 507 I _ RIAI 2t (FOR PIPES) AND SECTION 7- 05.3(2) OF THE STANDARD 506 6 - - - - -- _ 1 i 1 I 14 1 I.E. 1s.a N a c uE l AUTO BODY AND PAINT _ _ SPECIFICATIONS AND SPECIAL PROVISIONS (FOR STRUCTURES). E 23.6 �CNC I SDMIl 0"091 -I. 1 >, --1 -- E. 7.i.1 9, 1� "NCI .,IH PVC CIL 'TRAP ELBO�s' J - r ,� —! 1 ABUTLiENT�� RAINIER VIL4.f1Id.� N, I EEL RAILROAD R -0=W 10. STRUCTURE(S) TO BE PRIVATELY MAINTAINED BY PROPERTY ze.z S. 1 CON-' L - BRIecE x -- x I OWNER (STRUCTURE N0.): 137, 506, 507 Y— r. CGNC JERSEY ELEV AT B(,T 0 '' L.. 2 1' ;`r, 1 COhk: BARRIER RET Vt -LL ' IJ 38. -- ` ----- CORRESPONDING SHEETS I PLAN DRAINAGE CONSTRUCTION NOTES: DRAINAGE STRUCTURE NOTES: O CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE SEE PROFILE SHEETS 119 & 120 FOR DRAINAGE 64 BEGIN 6" UNDERDRAIN AT STA 32 +50 RT STRUCTURE AND PIPE INFORMA11ON DETAIL - SHEET 128 FOR UNDERDRAIN DETAIL O2 CONNECT NEW PIPE TO EXISTING CATCH BASIN OR MANHOLE 47 BEGIN 6" UNDERDRAIN AT STA 31 +00 RT 69 SEE DETAIL - SHEET 126 FOR CONNECTING TO O3REMOVE STORM DRAIN PIPE (SEE GENERAL NOTE 8) SEE DETAIL - SHEET 128 FOR UNDERDRAIN DETAIL EXISTING PUMP STATION WETWELL O4 REMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 8) 48 SEEIDETAIL - SHEET 128 FOR UNDERDRAIN DETAIL 201 SEE DETAIL -SHEET 125 FILTERRA UNIT O5 ADJJST EXISTING RIM TO GRADE BI 6" UNDERDRAIN SHEET 128 FOR 32+50 LT DETAIL 300 SEE DETAIL - SHEET 128 CB TYPE 1 WITH MECHANICAL PLUG 54 EE O6 FIELD VERIFY LOW POINT PRIOR TO CB INSTALLATION 301 SEE DETAIL - SHEET 128 48" MANHOLE O8 ABANDON AND FILL STORM DRAIN PIPE 400 SEE DETAIL - SHEET 126 FOR CONNECTING TO EXISTING PUMP STATION WETWELL O9 ABANDON AND FILL STORM DRAIN STRUCTURE 14 FIELD LOCATE EXISTING DRAINAGE PIPE AND INSTALL STRUCTURE 16 INSTALL FILTERRA 4' X 4' TREE BOX UNIT 17 CONNECT FILTERRA B" CPEP OUTLET PIPE TO CATCH BASIN 18 INSTALL PVC DRAIN PIPE WITH CLEANOUT AT UPSTREAM END SEE SHEET 128 FOR PROFILE r R. 's SURVEYED: KPG " >s �Pd WA DRAWN WRE Kp4 CITY OF RENTON 4 I CLIENTS PEOPLE PERFORMANCE DESIGN BY: WRE 7539th Avenue IN 2502 Jefferson Avenue = Fublic Works Department CHECKBY: KRIS Seatte,WA98109 Tacoma,WA984Q2 -o q 33808 p ( I, h 253 206 [86.1640 627 -0720 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA APPRO ED FOR CONSTRUCTION FOls—m \J PROJ MGR: JF ) T12D64419385 F1 205 448 6922 F /ANAL FVG` Q ,W Waw.kpg.Com E seemail@ghd.com W www.ghd.wm BY: DATE: /lAo REVISION DESCRIPTION BY APP. DATE 1\ I FILE, O655DSTRA101.dwg i 7 CATEGORY 8 CPEP RIGHT OF WAY PLANS a. TYPE 1 - RENTON STD. PLAN 200.00 74 ALIGNMENT PLAN 86 b. TYPE 1L - RENTON STD. PLAN 200.10 DRAINAGE PROFILE - - - - - - - - - - o c. CONCRETE INLET - RENTON STD. PLAN 200.30 169 J 72 185 d. TYPE 2 - RENTON STD. PLAN 201.00 IS 233 IRRIGATION PLAN 287 LANDSCAPE PLAN 299 erm - 54 RAINIER AVE S LIJ i 5. Ln 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 OTHERWIISE ON THE PLAN OR PROFILE 33+00 + AS FOLLOWS: J g� 4' 64 1 ¢ a. STANDARD RECTANGULAR FRAME - RENTON STD, PLAN 204.00 �\ 58 53 z UD Uu " ! y g z° 18 4 18 65 cs eels __ w e RECTANGULAR SOLID METAL OVER ENTREN ON STD PLAN 204.10 7 EP ` _ 18 4 c� a / 3 w wrl ?2.83 F � 3 a � BRDGGE 4 a 8 z B 3 g E ` " 3 �` 8 ` o ,� pol oM v L _ _ _ _ - _ _ L- - - s° - uCKr4�v _ _ � d. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 57 t. RI r " 3 E u -- 4 47 56 8- - - 6. STATION OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED arc •- CEP V, -- El _ -� ¢ ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 12 2" CPEP 4 " CPEP 7. SEE DRAWING NO. 129 FOR TYPICAL PIPE TRENCH CROSS SECTION r �• — �— \ \ \ \ 8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY "REMOVAL AZATLAN 3 / \ �l _ -. _ _- `- " -i -I - - - - OF STRUCTURE AND OBSTRUCTION - "40 L ABNNCOIJ,.� " ' vv -�_ r - ! i1 21 f>1 0.9 -il„4 CONC 'NASL ce tag 6 4 12" CP - — _r -caum d p \ CB e03e i RIIn 7 - _ _ f�? _ _ _ _ _ E. 1..e' E, , 2" c NC 9. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE i I.E. 2a , , 6' coNC \ ; _ _ 6 - - - - _ _ J G, �, 55 I r '.a' s 1 z Co NC I FI'J '1.as' ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN \ \ _ \ E. y 2 s. e oNc CS 2137 6 _ _ _ _ �, I ACCORDANCE WITH SECTION 2- 02.Z�4 OF THE SPECIAL PROVISIONS 4161 25.10' \ ___ I__ -i 'I r�11 C680C S `�1 ) J c15 Fw OIL Td�P EL3 / ►'� _ _ - - f 505 r 2077 507 I _ RIAI 2t (FOR PIPES) AND SECTION 7- 05.3(2) OF THE STANDARD 506 6 - - - - -- _ 1 i 1 I 14 1 I.E. 1s.a N a c uE l AUTO BODY AND PAINT _ _ SPECIFICATIONS AND SPECIAL PROVISIONS (FOR STRUCTURES). E 23.6 �CNC I SDMIl 0"091 -I. 1 >, --1 -- E. 7.i.1 9, 1� "NCI .,IH PVC CIL 'TRAP ELBO�s' J - r ,� —! 1 ABUTLiENT�� RAINIER VIL4.f1Id.� N, I EEL RAILROAD R -0=W 10. STRUCTURE(S) TO BE PRIVATELY MAINTAINED BY PROPERTY ze.z S. 1 CON-' L - BRIecE x -- x I OWNER (STRUCTURE N0.): 137, 506, 507 Y— r. CGNC JERSEY ELEV AT B(,T 0 '' L.. 2 1' ;`r, 1 COhk: BARRIER RET Vt -LL ' IJ 38. -- ` ----- CORRESPONDING SHEETS I PLAN DRAINAGE CONSTRUCTION NOTES: DRAINAGE STRUCTURE NOTES: O CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE SEE PROFILE SHEETS 119 & 120 FOR DRAINAGE 64 BEGIN 6" UNDERDRAIN AT STA 32 +50 RT STRUCTURE AND PIPE INFORMA11ON DETAIL - SHEET 128 FOR UNDERDRAIN DETAIL O2 CONNECT NEW PIPE TO EXISTING CATCH BASIN OR MANHOLE 47 BEGIN 6" UNDERDRAIN AT STA 31 +00 RT 69 SEE DETAIL - SHEET 126 FOR CONNECTING TO O3REMOVE STORM DRAIN PIPE (SEE GENERAL NOTE 8) SEE DETAIL - SHEET 128 FOR UNDERDRAIN DETAIL EXISTING PUMP STATION WETWELL O4 REMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 8) 48 SEEIDETAIL - SHEET 128 FOR UNDERDRAIN DETAIL 201 SEE DETAIL -SHEET 125 FILTERRA UNIT O5 ADJJST EXISTING RIM TO GRADE BI 6" UNDERDRAIN SHEET 128 FOR 32+50 LT DETAIL 300 SEE DETAIL - SHEET 128 CB TYPE 1 WITH MECHANICAL PLUG 54 EE O6 FIELD VERIFY LOW POINT PRIOR TO CB INSTALLATION 301 SEE DETAIL - SHEET 128 48" MANHOLE O8 ABANDON AND FILL STORM DRAIN PIPE 400 SEE DETAIL - SHEET 126 FOR CONNECTING TO EXISTING PUMP STATION WETWELL O9 ABANDON AND FILL STORM DRAIN STRUCTURE 14 FIELD LOCATE EXISTING DRAINAGE PIPE AND INSTALL STRUCTURE 16 INSTALL FILTERRA 4' X 4' TREE BOX UNIT 17 CONNECT FILTERRA B" CPEP OUTLET PIPE TO CATCH BASIN 18 INSTALL PVC DRAIN PIPE WITH CLEANOUT AT UPSTREAM END SEE SHEET 128 FOR PROFILE r R. 's SURVEYED: KPG " >s �Pd WA DRAWN WRE Kp4 CITY OF RENTON 4 I CLIENTS PEOPLE PERFORMANCE DESIGN BY: WRE 7539th Avenue IN 2502 Jefferson Avenue = Fublic Works Department CHECKBY: KRIS Seatte,WA98109 Tacoma,WA984Q2 -o q 33808 p ( I, h 253 206 [86.1640 627 -0720 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA APPRO ED FOR CONSTRUCTION FOls—m \J PROJ MGR: JF ) T12D64419385 F1 205 448 6922 F /ANAL FVG` Q ,W Waw.kpg.Com E seemail@ghd.com W www.ghd.wm BY: DATE: /lAo REVISION DESCRIPTION BY APP. DATE 1\ I FILE, O655DSTRA101.dwg i 7 CATEGORY SHEET RIGHT OF WAY PLANS 12 EXISTING CONDITIONS 60 SITE PREPARATION & TESC PLAN 74 ALIGNMENT PLAN 86 ALIGNMENT PROFILE 98 DRAINAGE PLAN 109 DRAINAGE PROFILE 119,120 WATER PLAN 137 WATER PROFILE 151 JOINT U11UTY TRENCH PLAN 169 JOINT UTILITY TRENCH PROFILES 185 PROPERTY RESTORATION PLANS 200 CHANNELJZATION & SIGNING PLAN 222 ILLUMINATION PLAN 233 IRRIGATION PLAN 287 LANDSCAPE PLAN 299 0 5 10 20 40 60 SCALE IN FEET RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE PLAN STA 29 +50 TO STA 33 +50 D= 343006 BID DOCUMENTS DRAWING NO. 109 PROJECT NO. TED403430 FED AID NO. - CM0167(D48) DATE: NOV 2011 SHEET NO. 109 OF 304 z a Vl m rn �n a o � o w N O z y a 0 N N 3 i i —w NUMBER SEI"- 8,2s I i U DRAWN BY: WRE C13 8923 _ 1 �C's 8 24 CHECKSY: KRS ,r RIM I T1 206 4419335 F 1 205 448 6922 I 8' :ANC IE 23 1 120,121 I.E. 19 N 2' COi 9 1, 1 06 C NC JOINT UTILITY TRENCH PLAN Co asz 2��' it PROPERTY RESTORATION PLANS I.E. 16 E :8' CON ��'I�„ —� ILLUMINATION PLAN 234 IRRIGATION PLAN Rlld :.460 - -_�- I:. 250'�E o2 CONC 1 z31` rlti 6 cMF LE. 210' N, 12' c0NC I 23.11 S, s MP j — r POWER SPORTS,, 74 I I'�. m I .� 'F,IM 2481 1 I R7 I ♦ LE. 23a .,� r, 1 r? bt I rGNr 'ilALL r r,1 a_7�r 512 203 _ 6 c `NC _ j, ET ,r4 4 le CPEP CD - -- ^ rte\ 73 1 ^ 3 76 w i v=i I Ijlll "iI IF � + 34 00 ' I .0 tk(M Ln dI ?31 Alj z 4 I c I/ I 1 I r '. I 3 - LIh 4 i ; Fi�s1�I2R,� 4 `1- o—\� I I- I . I 86 12" - PEP i �,cA 1 \ CPEP L 0 84 g r _ 12_CPEP`' Co I.. ail 4 RIM ?» 11 IE20.9 N 12 CONC IE 209 S 12' CONC �, IC 2', .0 F 12' CONC - (I m 1,1; - -- I� VCH s 11 -_, R1hd 241 F `— —�Jt I \ IE 20.8 1, 2" cor1C i/r 21 3 NE, 12" CONIC -- ,. RAINIER AVE S RIA 27.52' Rm +_r.ar I F 25 9 5, �' Ch1R\ 1,E. 2:. ,9' SVI 6' -MP > JACK IN THE BOX 520 E 235 N, 1 �ONC 1 I.. 235 S , -- - - - -- 1 - - -- - - — — — — — — — — — — — — — — — - 77 F78 4 CB - -- $ - -------------- - - - - -- --------- - - - - - ��a �.h � -a J� �- 'hD'�� -@rte -_� 12" CPFP - -_— 3 —__..- ._: - 4 - - - -- `i " OPFP 17 I 202 87 I - - -- -- - - - - -- - =5 - -- 1 DRAINAGE CONSTRUCTION NOTES: O CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE O CONNECT NEW PIPE TO EXISTING CATCH BASIN OR MANHOLE O REMOVE STORM DRAIN PIPE (SEE GENERAL NOTE 8) O REMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 8) O ADJUST EXISTING RIM TO GRADE O ABANDON AND FILL STORM DRAIN PIPE O ABANDON AND FILL STORM DRAIN STRUCTURE 16 INSTALL FILTERRA 4' X 4' TREE BOX UNIT 17 CONNECT FILTERRA B" CPEP OUTLET PIPE TO CATCH BASIN REVISION DESCRIPTION RIM 24.23' IE 19.1' N, 12' CONC IE 16.4' E 18' CON - IE 1G4' W, 18" CON" CO 82-7 _ uIN 24.94' 12 CONC 11 2 Sm7, 12 CONC \ it 1\ i -- ------ - - - - -- ----- ---- I —/ - - -- N . T -- 12" CPEP - -- — — — — — — — -- - - - - -- w N 0 0 37 00 3 ¢ N w z J Q uc,42" - -- = - - - -- -- --=--- - -- - - -i III_ ---- - - -h -I DRAINAGE STRUCTURE NOTES: X SEE PROFILE SHEETS 120 & 121 FOR DRAINAGE STRUCTURE AND PIPE INFORMATION F76] SEE DETAIL - SHEET 127, PIPE CONNECTIONS F77] SEE DETAIL - SHEET 127, PIPE CONNECTIONS 84 SEE DETAIL - SHEET 127 FOR CONNECTING TO EXISTING STORM DRAIN STRUCTURE 202 SEE DETAIL - SHEET 125, FILTERRA UNIT 203 SEE DETAIL - SHEET 125, FILTERRA UNIT BY I APP.I DATE I i U DRAWN BY: WRE C13 8923 _ 1 �C's 8 24 CHECKSY: KRS RI 1 .06' RIM 27116' T1 206 4419335 F 1 205 448 6922 It 2i.5' W, 8' :ANC IE 23 1 120,121 WATER PLAN IE 23 ' 1t C NC JOINT UTILITY TRENCH PLAN IE 243 E, 8- NC DRAINAGE STRUCTURE NOTES: X SEE PROFILE SHEETS 120 & 121 FOR DRAINAGE STRUCTURE AND PIPE INFORMATION F76] SEE DETAIL - SHEET 127, PIPE CONNECTIONS F77] SEE DETAIL - SHEET 127, PIPE CONNECTIONS 84 SEE DETAIL - SHEET 127 FOR CONNECTING TO EXISTING STORM DRAIN STRUCTURE 202 SEE DETAIL - SHEET 125, FILTERRA UNIT 203 SEE DETAIL - SHEET 125, FILTERRA UNIT BY I APP.I DATE McLENDON HARDWARE SURVEYED: KPG RIGHT OF WAY PLANS DRAWN BY: WRE 753 9th Avenue N 2502 Jefferson Avenue DESIGN BY: WRE Sealtlg WA 96109 Tacoma. WA 984[2 CHECKSY: KRS (206)286-164C (253) 627 -0720 PROJ MGR: JF 11 T1 206 4419335 F 1 205 448 6922 www.l g.com FILE: 0655DSTRh101.dwg McLENDON HARDWARE 889 La 9617 _- RIG 28.27' E 24..5' N 12' CON' IE 245 5 12' COIkC IE 23.9' E, 12" CONC CITY OF RENTON .0 Fublic Works Department APPROV ED FFOR CONSTRUCTION BYyS I DATE: / /'/ Q PLAN GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 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 1L - 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 /OFFSET 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 8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY "REMOVAL OF STRUCTURE AND OBSTRUCTION" 9. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION 2- 02.3(4) OF THE SPECIAL PROVISIONS (FOR PIPES) AND SECTION 7- 05.3(2) OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS (FOR STRUCTURES). 10. STRUCTURE(S) TO BE PRIVATELY MAINTAINED BY PROPERTY OWNER (STRUCTURE NO.): 512, 520 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS CLIENTS I PEOPLE I PERFORMAN 753 9th Avenue N 2502 Jefferson Avenue 61 Sealtlg WA 96109 Tacoma. WA 984[2 75 (206)286-164C (253) 627 -0720 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA ALIGNMENT PROFILE T1 206 4419335 F 1 205 448 6922 www.l g.com E seamail@ghe.co n W www.ghd.wrn 889 La 9617 _- RIG 28.27' E 24..5' N 12' CON' IE 245 5 12' COIkC IE 23.9' E, 12" CONC CITY OF RENTON .0 Fublic Works Department APPROV ED FFOR CONSTRUCTION BYyS I DATE: / /'/ Q PLAN GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 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 1L - 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 /OFFSET 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 8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY "REMOVAL OF STRUCTURE AND OBSTRUCTION" 9. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION 2- 02.3(4) OF THE SPECIAL PROVISIONS (FOR PIPES) AND SECTION 7- 05.3(2) OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS (FOR STRUCTURES). 10. STRUCTURE(S) TO BE PRIVATELY MAINTAINED BY PROPERTY OWNER (STRUCTURE NO.): 512, 520 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 ALIGNMENT PLAN 87 ALIGNMENT PROFILE 99 DRAINAGE PLAN 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152,158 JOINT UTILITY TRENCH PLAN 170 JOINT U11UTY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS 201 CHANNEUZATION & SIGNING PLAN 223 ILLUMINATION PLAN 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 D- 343007 0 5 10 SCALE IN FEE 60 T BID RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE PLAN STA 33 +50 TO STA 38 +00 DOCUMENTS DRAWING NO. 110 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 110 OF 304 a a z n c ' gn J a a � o w -9C o W N O z I 0 N ME N O O O c� z a rr 0 0 0 ME a QDOBA Ii BLOCKBUSTER 1 .--- — ='=—i ----------------- 80\ S1 /7;\ it FRED MEYER CB 8840 1 CB 95 a � - -- - 4� 4-'GNC— I.E. 26.2 N. 12' CON' 4 TIE 246' C 13 CONC v� - -� - -- J , I 12" CPEP 12" CPEP 1Y �rrr 0 79 ------------------- LIJ o RAINIER AVE S co 00 39 00 M V N La J 8 4 90 GX x - - UCP U, E — U61 CPEP4.11 ve 0(4' — y 2 CB c0 "c2 IN -2968 F 2`4' S. ll CON!; DRAINAGE CONSTRUCTION NOTES: O1 CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE O2 CONNECT NEW PIPE TO EXISTING CATCH BASIN OR MANHOLE O REMOVE STORM DRAIN PIPE (SEE GENERAL NOTE 8) O REMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 8) OS ADJUST EXISTING RIM TO GRADE O ABANDON AND FILL STORM DRAIN PIPE NUMBER REVISION DESCRIPTION BY I APP.I DATE I11f% i fif - - -- - t 837 4 d 1911 UGP - -0 — U: P - ___.._ UGP U'12" VCB 023 CB 039 RIN 1. 5. & Pit,l 2B R2' LE. N ic" CCNC I.E. 25.6 18- cmc IE 2j Sr 12 CONC IE coo N, 12 CGTIC - PLU GE'J /ABANDONED DRAINAGE STRUCTURE NOTES: X SEE PROFILE SHEET 122 FOR DRAINAGE STRUCTURE AND PIPE INFORMATION ,% fi - - - -- - -- 9 \ \ j 41100`,'\ v � �1 V C1 It cl 1 8 4 1 -B -470 4 \ c 1\ 11 A RI " t� Y 12" CCPIC UGP 1 J:;P UGP 4 A I 792\ CB 9401 FIN 28,70' IE 27.3' Pr, 6' CONC 1 93 - - -- 1 1 1 1 KPHCLIENTS SURVEYED: KPG \L DRAWN BY: WRE P. 2502 Jefferson Avenue w SeattlE, WA 98169 DESIGN BY: WRE (206) 286-164C CHECK BY: KRS \ PROJ MGR: JF 8111 FILE. 0655DSTRN101.dwg E seamail@ghd.com W www.ghd.mm 171 JOINT UTILITY TRENCH PROFILES ,% fi - - - -- - -- 9 \ \ j 41100`,'\ v � �1 V C1 It cl 1 8 4 1 -B -470 4 \ c 1\ 11 A RI " t� Y 12" CCPIC UGP 1 J:;P UGP 4 A I 792\ CB 9401 FIN 28,70' IE 27.3' Pr, 6' CONC 1 93 - - -- 1 1 1 1 KPHCLIENTS SHEET � \L EXISTING CONDITIONS I PEOPLE I PERFORMANCE 753 0 Avenue N 2502 Jefferson Avenue w SeattlE, WA 98169 Tacoma. WA 98402 x (206) 286-164C (253) 627-0720 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA \ WATER PLAN T 1 206 4419335 F 1206 448 6922 vww.4.0om 153,158 E seamail@ghd.com W www.ghd.mm N 1 SHEET � \L EXISTING CONDITIONS H \ 76 w 88 ALIGNMENT PROFILE x + 111 N \ WATER PLAN 139 WATER PROFILE 153,158 °o 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNELIZATION & SIGNING PLAN 224 42 235 -- 289 � d C q 8 \1 SHEET w z J x \L EXISTING CONDITIONS H 103 105 , SUB SHOP \l PLAN CITY OF RENTON .0 Fublic Works Department APPROVED FOR CONSTRUCTION BY:� DATE: l /z /f- GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 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 1L - 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 /OFFSET 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 8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY "REMOVAL OF STRUCTURE AND OBSTRUCTION" 9. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION 2- 02.3(4) OF THE SPECIAL PROVISIONS (FOR PIPES) AND SECTION 7- 05.3(2) OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS (FOR STRUCTURES). 10. STRUCTURE(S) TO BE PRIVATELY MAINTAINED BY PROPERTY OWNER (STRUCTURE NO.): NONE (THIS SHEET) CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLAN 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153,158 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNELIZATION & SIGNING PLAN 224 ILLUMINATION PLAN 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 D- 343008 0 5 10 20 40 60 SCALE IN FEET RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE PLAN STA 38 +00 TO STA 42 +00 BID DOCUMENTS DRAWING NO. 1 1 1 PROJECT NO. TED403430 FED AID NO. - CM01671048) DATE: NOV 2011 SHEET NO. 111 OF 304 z Inn a V1 a n �C a a � v w a K . ` o {jam N O 4 M N N a i AM I CB 123z -- �IH 2'.;6' - E 27.9 N, C" -UP R' � 4-4 DIAMOND PI' '° ' 1 LIL'S CASINO 11 ;" COV \ �- � JE 9 T1 L2-(,W4" I €. -- I r - - -- 24 I S 2 CON �%� 521 - - - 513 c 12" CPEP - - -_ J \ " CREP � - - - -CEJ -1 I 109 8 F- I w v w I N I I I o- -° -_- 4 I I QD I I u Ax nn w z J x H 3 4 CB 10499 CATCH BASIN OR MANHOLE O2 CONNECT NEW PIPE TO EXISTING CATCH BASIN OR MANHOLE O3 RIM 30.28' O4 REMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 8) O ADJUST EXISTING RIM TO GRADE 112 I.E. 27.58' E E CMP 1 ABANDON AND FILL STORM DRAIN STRUCTURE JOINT UTILITY TRENCH PLAN I.E. )_7.58 °l! 6 CMI r CB IC °88 225 11, 28.48 E E CMP I RI I1 30.30 '.E 253 ';�, 6 C °NC � I.E. 22.7' N, CON- 12 NC FIRESTONE LE 22.r S, ,, 12 ON� (PALL DIRT �1. _ _ AND DEBRIS) _ _ _ _ _ - - _ _ RAINIER AVE S _CPE j - -- -- --- -_� 7 1 I -- 1 f �� - - -- 5508 / IE 26.1.' E, S" PVC 4f6 1a34E IE 2c'.r `, 12' CON-- 25 N, 2 CONC @I11 29.2_ IE 12" TACO BELL / RIM 3O 8y+ Q" IE 27.f' SE 4 P;C 8„ P,c � IE 27. ` NE, 4 PIC IE 27.5' S, 8' P \C '�- IE 274' W', 8" PVC I DRAINAGE CONSTRUCTION NOTES: O CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE O2 CONNECT NEW PIPE TO EXISTING CATCH BASIN OR MANHOLE O3 REMOVE STORM DRAIN PIPE (SEE GENERAL NOTE 8) O4 REMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 8) O ADJUST EXISTING RIM TO GRADE 112 Og ABANDON AND FILL STORM DRAIN PIPE O9 ABANDON AND FILL STORM DRAIN STRUCTURE a� 8" CPEP 75 3) 1 50F CB 10115 I RIM 25.6T I'- 'b. E, 8 PVC L 25.3' S 12" CONC 5.3' 11 12" CONC i 106 'D PDCD �.� 107 dd 1.= °.4' '�P, G" 0j F, II II II II 100 J i_ -� - -- 12" CPEP CPEP 1- w w N 0 0 4 + LO a w z J Fq-91 = 12" CPEP SI1A 30.51' OIL SEPAR4TCR 17-05 96 E 29 3' >, 4' PV-' / E 28.3' SW, 4 P/C RIM 3082 8" CPEP E 28.7' SE 4" PVC 1,-. 28.6' W, 6" PtiC LE_28.6_E_ 6_' CONC, DRAINAGE STRUCTURE NOTES: SEE PROFILE SHEET 123 FOR DRAINAGE STRUCTURE AND PIPE INFORMATION 75 SEE DETAIL - SHEET 127 FOR CONNECTING EXISTING STORM DRAIN PIPES TO NEW STRUCTURE 96 58 LF TRENCH DRAIN WITH TRAFFIC RATED GRATE CONNECT TRENCH DRAIN TO OIL WATER SEPARATOR BY TYPE 1 CB OR MANUFACTURER'S EQUIVALENT SEE DETAIL, SHEET 129 350 OIL WATER SEPARATOR, 4' X 6' WITH COALESCING PLATE - SEE DETAIL, SHEET 129 P RI t 1.n elr,+ � 1O:CC' � I E. 28.5' NE. 4' P/CA / I.E. 28.7' W, 6" CONC PLAN FT S SURVEYED: WIRE WASy�4J` DRAWN BY: WRE .�� I CLIENTS I PEOPLE I PERFORMAN DESIGN BY: WIRE 7539th AvenueN 2502 Jefferson Avanue CHECKBY: KRS Seattl6,WA98109 Tecorna,09MC2 1201 Third Avenue. Suite 1500, Seattle WA 98101 USA APO,r9F013TEP�� PROJ MGR: JF (206)286-164C (253)627 -0720 T 1 206 441 9385 F 1 206 448 6922 www.lpg.ODM E seamail@ghd.can W w .ghd.wnn NUMBER, REVISION DESCRIPTION BY APR. DATE ONALE 1% 01 FILE: 0655DSTRA101.dwg `' } CITY OF RENTON .,u Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 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 1L - 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 /OFFSET 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 8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY "REMOVAL OF STRUCTURE AND OBSTRUCTION" 9. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION 2- 02.3(4) OF THE SPECIAL PROVISIONS (FOR PIPES) AND SECTION 7- 05.3(2) OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS (FOR STRUCTURES). 10. STRUCTURE(S) TO BE PRIVATELY MAINTAINED BY PROPERTY OWNER (STRUCTURE NO.): 75, 82, 96, 350, 508, 513, 514, 521 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 15 EXISTING CONDITIONS 63 SITE PREPARATION & TESC PLAN 77 ALIGNMENT PLAN 89 ALIGNMENT PROFILE 101 DRAINAGE PLAN 112 DRAINAGE PROFILE 123 WATER PLAN 140 WATER PROFILE 154 JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN 225 ILLUMINATION PLAN 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 0 5 10 20 40 60 SCALE IN FEET RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE PLAN STA 42 +00 TO STA 45 +00 D- 343009 BID DOCUMENTS DRAWING NO. 112 PROJECT NO. TED403430 FED AID NO. - CM0167r048) DATE: NOV 2011 SHEET NO. 112 OF 304 � Vl m a c ' �C J a a � o w o w N Y rn y i- , /.._. 94 140 �E 11841 �P 111 2 / E 2' 4 n CMP 1 9 WM o OW OREILLY'S R111 30 �9 1� Q�/ E 23 E 23 N 12' c Jlv, / ,. /� / �w - CO LE 2 i I 2 2 N r s LE dF 8 w LAJ a 0 0 LO* Do N ! w z ! ' J / 4 < 8 - 6 UGP,- ----- „UGP U P !' 2 =_95 �f.t_._�� .. - T --Lip /o E, . z ^_ NC l 2.,' S, UNID -NITI D (P0,C `46 00 ! ! R41 /47 oo N�ER AVg S I.E. 6.4 N 12 CON: - PLU6GEDj BNJD)NED , IF. 21-1 1 CCN Ell PINCHED IHPOi1 H MIDDLE IPIPE Eas EO BEr RE srcR IFL,.cFDI �l �cR 17208 I -RIM 30 115 _ J 116 / Y I 9 / 118 IF 30.1 NL F ICONC v E 112 o" 111 3- - I 1r 1 111 �8 CPEP L - - - ' , Ir / 504 'c IN q 4 8 6 ? ♦r 602 v , l / a° l / CPE ' % . /603 Ar 11 l z RW 31.32• vv-E o L DRAINAGE CONSTRUCTION NOTES: 01 CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE O2 CONNECT NEW PIPE TO EXISTING CATCH BASIN OR MANHOLE O3 REMOVE STORM DRAIN PIPE (SEE GENERAL NOTE 8) O4 REMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 8) O5 ADJUST EXISTING RIM TO GRADE O FIELD VERIFY LOW POINT PRIOR TO CB INSTALLATION OS ABANDON AND FILL STORM DRAIN PIPE O ABANDON AND FILL STORM DRAIN STRUCTURE 20 RECONNECT EXISTING CANOPY DRAIN PIPE TO CB509 USING 6" PVC DRAIN PIPE ll�MU.iia,L.mrrfl REVISION DESCRIPTION BY I APR.I DATE LAKE AVENUE S STREET VACATION EX. 60' WIDE CITY UTILITY EASEMENT x � Aip Q r� S B„ 4e a <x0 'FevB "sNf f�''` WALGREEN'S s 1„ c C 9'rV �'Z wU'✓ /�� STh�C 1 R /fA > 1983 /r1 RD ABA / ✓�9 s , 151 uAr r \�2E'3 / 5 \� 8 1 / f 4 H Vl- 12 CPEP 117 3 c r\ U''�[�� r;ON1 BOX CUE1 ERT Q. RIIA 7 . 5' CNNC S e -ONC ! i 7.1' NV, ' CJNC NE "4' 18 1, z4'K4z° ct,12" CPEP SURVEYED: KPG / DRAWN BY: ,IN 49U y , , 30 A✓ 1201 Third Avenue, Suite 1500, SeatOe WA 98101 USA �, 1 BRICK ° CTURE ' f 275 SV.', 1 PROJ MGR: 22,0' �E, 12 C IC FILE: 0655DSTRM01.dw9 /YL -. 1 UGP,- ----- „UGP U P !' 2 =_95 �f.t_._�� .. - T --Lip /o E, . z ^_ NC l 2.,' S, UNID -NITI D (P0,C `46 00 ! ! R41 /47 oo N�ER AVg S I.E. 6.4 N 12 CON: - PLU6GEDj BNJD)NED , IF. 21-1 1 CCN Ell PINCHED IHPOi1 H MIDDLE IPIPE Eas EO BEr RE srcR IFL,.cFDI �l �cR 17208 I -RIM 30 115 _ J 116 / Y I 9 / 118 IF 30.1 NL F ICONC v E 112 o" 111 3- - I 1r 1 111 �8 CPEP L - - - ' , Ir / 504 'c IN q 4 8 6 ? ♦r 602 v , l / a° l / CPE ' % . /603 Ar 11 l z RW 31.32• vv-E o L DRAINAGE CONSTRUCTION NOTES: 01 CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE O2 CONNECT NEW PIPE TO EXISTING CATCH BASIN OR MANHOLE O3 REMOVE STORM DRAIN PIPE (SEE GENERAL NOTE 8) O4 REMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 8) O5 ADJUST EXISTING RIM TO GRADE O FIELD VERIFY LOW POINT PRIOR TO CB INSTALLATION OS ABANDON AND FILL STORM DRAIN PIPE O ABANDON AND FILL STORM DRAIN STRUCTURE 20 RECONNECT EXISTING CANOPY DRAIN PIPE TO CB509 USING 6" PVC DRAIN PIPE ll�MU.iia,L.mrrfl REVISION DESCRIPTION BY I APR.I DATE LAKE AVENUE S STREET VACATION EX. 60' WIDE CITY UTILITY EASEMENT x � Aip Q r� S B„ 4e a <x0 'FevB "sNf f�''` WALGREEN'S s 1„ c C 9'rV �'Z wU'✓ /�� STh�C 1 R /fA > 1983 /r1 RD ABA / ✓�9 s , 151 uAr r \�2E'3 / 5 \� 8 1 / f 4 H Vl- 12 CPEP 117 3 c r\ U''�[�� r;ON1 BOX CUE1 ERT Q. RIIA 7 . 5' CNNC S e -ONC ! i 7.1' NV, ' CJNC NE "4' 18 1, z4'K4z° ct,12" CPEP SURVEYED: KPG :-: CLIENTS PEOPLEPERFORMANCE DRAWN BY: ,IN 49U REPLACE EXISTING CATCH BASIN WITH 78 30 A✓ 1201 Third Avenue, Suite 1500, SeatOe WA 98101 USA �, 1 BRICK ° CTURE CHECKBY: 275 SV.', 2 ETAL PROJ MGR: 22,0' �E, 12 C IC FILE: 0655DSTRM01.dw9 I86 SVl 24" CON 12" CPEP IE = MATCH EXISRNG 183' NE, " 44' CONC - 1 REPLACE EXISTING CATCH BASIN WITH 113 NEW EAST ACCESS STRUCTURE FOR EXISTING BOX CULVERT BY OTHERS) ) 151 ❑ i 114 TYPE 1 CB (BY OTHERS) CB 11478 IE = MATCH EXISTING ,(6 1� IE "1291' F, E" CMP WALKER'S RENTON SUBARU (,1 x v PLAN DRAINAGE STRUCTURE NOTES: SURVEYED: KPG :-: CLIENTS PEOPLEPERFORMANCE DRAWN BY: WRE REPLACE EXISTING CATCH BASIN WITH 78 STRUCTURE AND PIPE INFORMATION 1201 Third Avenue, Suite 1500, SeatOe WA 98101 USA DESIGN BY: WIRE SEE DETAIL SHEET 126 FOR NEW WEST ACCESS CHECKBY: KRS 94 PROJ MGR: JF $I�1 FILE: 0655DSTRM01.dw9 OIL WATER SEPARATOR, 4' X 6' WITH 173 IE = MATCH EXISRNG (,1 x v PLAN DRAINAGE STRUCTURE NOTES: SHEET RIGHT OF WAY PLANS :-: CLIENTS PEOPLEPERFORMANCE SEE PROFILE SHEETS 123 & 124 FOR DRAINAGE 123 REPLACE EXISTING CATCH BASIN WITH 78 STRUCTURE AND PIPE INFORMATION 1201 Third Avenue, Suite 1500, SeatOe WA 98101 USA TYPE 2 CB, 48" DIA T 1 206 4419385 F 1 205 448 6922 SEE DETAIL SHEET 126 FOR NEW WEST ACCESS E seamail@ghd.00m W www.ghd.00m STA /OFF = 147 +04.2 (93.8 L) 94 STRUCTURE FOR EXISTING BOX CULVERT 141 RIM = ±31.5 111 OIL WATER SEPARATOR, 4' X 6' WITH 173 IE = MATCH EXISRNG 189 COALESCING PLATE, SEE DETAIL - SHEET 129 204 REPLACE EXISTING CATCH BASIN WITH 113 NEW EAST ACCESS STRUCTURE FOR EXISTING BOX CULVERT BY OTHERS) ) 151 ❑ TYPE 1 CB STA /OFF= ±48+10.4 (41.1 L) RIM = ±32.5 114 TYPE 1 CB (BY OTHERS) 303 IE = MATCH EXISTING AH TYPE 2 CB, 84" DIA (BY OTHERS) AND 36" CPEP (BY OTHERS) Al' 601 TYPE 2 CB, 72" DIA (BY OTHERS) AND 36" CPEP (BY OTHERS) KPGr SHEET RIGHT OF WAY PLANS :-: CLIENTS PEOPLEPERFORMANCE 1539thAvenueN 2S02JeHersoaAvanue 64 Seattle, WA 98109 Tacoma, WA 98402 78 (206)2861640 (253) 627-0720 1201 Third Avenue, Suite 1500, SeatOe WA 98101 USA ALIGNMENT PROFILE T 1 206 4419385 F 1 205 448 6922 wvrw.lpg.0]m E seamail@ghd.00m W www.ghd.00m TYPE 1 CB (BY OTHERS) AND 0 602 12" CPEP (BY OTHERS) Q 603 TYPE 1 CB STA 46 +24 (91.8 R) RIM: ±31.0 (MATCH EX) IE = 26.85 12" CPEP(N,W) CONNECT TO CB602, 21LF 12" CPEP ®1.21% 0 1 TYPE 1 CB 604 STANDARD RECTANGULAR FRAME STA 46 +44 (42.8 R) RIM: ±30.7 (MATCH EX) IE = 27.48 12" CPEP(E) CONNECT TO CB603, 52LF 12" CPEP 01.21% } CITY OF RENTON ..0 Fublic Works Department APPROVED FOR CONSTRUCTION BY: DATE: / T/& GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 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 1L - 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 /OFFSET 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 8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY "REMOVAL OF STRUCTURE AND OBSTRUCTION" 9. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION 2- 02.3(4) OF THE SPECIAL PROVISIONS (FOR PIPES) AND SECTION 7- 05.3(2) OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS (FOR STRUCTURES). 10. STRUCTURE(S) TO BE PRIVATELY MAINTAINED BY PROPERTY OWNER (STRUCTURE NO.): 111, 112, 509 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 16 EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN 78 ALIGNMENT PLAN 90 ALIGNMENT PROFILE 102 DRAINAGE PLAN 113 DRAINAGE PROFILE 123,124 WATER PLAN 141 WATER PROFILE 155,159 JOINT UTILITY TRENCH PLAN 173 JOINT UTILITY TRENCH PROFILES 189 PROPERTY RESTORATION PLANS 204 CHANNELIZATION & SIGNING PLAN 226 ILLUMINATION PLAN 237 IRRIGATION PLAN 291 LANDSCAPE PLAN 303 0 5 10 20 40 SCALE IN FEET RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE PLAN STA 45 +00 TO STA 49 +00 To, D- 343010 BID DOCUMENTS DRAWING NO. 113 PROJECT NO. TED403430 FED AID NO. - CM01671048) DATE: NOV 2011 SHEET NO. 113 OF 304 0 z m u n � J o -C o w ti O z v� SURVEYED: KPG cfRWA DRAWN DRAWN BY: KPG Kp k � 46 '� CITY �l+ iIt.NT�N RAINIER AVENUE S (SR 167) DRAWINGNO. 114 CLIENTS I PEOPLE I PERFORMANCE nIL S GRADY WAY TO S 2ND ST PROJECT NO. TED40343 DESIGN BY: WRE 7539th AvenueN 2502 Jefferson Avenue Public Works Department CHECK BY: KRS Seafte,WA96109 Tawra,WAN02 FED AID NO. - CM0167(048) -oP gF33608 �p ��c (206) 286-1640 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA APPROVED FOR CONSTRUCTION DRAINAGE PROFILE 0187EP i, PROJ MGR: JF (253)627 -0720 T 1 206 441 9385 F 1 206 448 6922 DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE O`��QNAL ENGa 1\ $I�� FILE: O655DSTRM02.dwg WWV!'k�.001n E seamail @ghtl.com W www.ghd.com BY DATE:�2 STA 10 +50 TO STA 14 +50 SHEET NO. 114 OF 304 z m T/� a V1 m a J ' �C) yd i .P ow N O 2 ^j M O 0 N N WEST SIDE (MEDIAN) EAST SIDE GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 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 1L — 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 OTHERWIISE 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 /OFFSET 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 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET (VERTICAL SCALE = 1/2 HORIZONTAL SCALE) D- 343012 BID DOCUMENTS SURVEYED: KPG /—I R WA RAINIER AVENUE S (SR 167) DRAWING NO. 115 �Q GF S DRAWN BY: WRE CITY OFRENTON I CLIENTS I PEOPLE I PERFORMANCE uR S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: WRE w Public Works Department 753Rh AuenueN FED AID NO. - CM0167(048) CHECKBY: KRS Seate.WA9B109 2502 Jefferson Avenue Tacoma, WA 96402 DRAINAGE PROFILE -o A 33808 p 206 2661640 253 627 -0720 1201 Third Avenue, 1 201500, Seattle WA 98101 USA APPROVED FOR CONSTRUCTION DATE: NOV 2011 PpF. FgrBTEP� � PROJ MGR: JF I I ( I 7 1 206 441 9385 F1 206 448 6922 I QlarrL F - I S, �'kpg.00m E seamail @ghd.wrn W w .ghd.wrn BY DATE: STA 14 +50 TO STA 18 +50 SHEET NO. 115 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE ft� FILE: 0655DSTRM02.dwg X04 z m a m v, G� t N N C) d � 9 T O O N 2 c w -7 Q M O N O N N 3 i C� 0 WEST SIDE EAST SIDE Fj S,1- SURVEYED: KPG WA DRAWN BY: WRE Kph '_� CITY OF RENTON I CLIENTS I PEOPLE I PERFORMANCE Q DESIGN BY: WRE 7539thAvenueN 2502 Jefferson Avenue Public Works Department CHECK BY: KRIS Seaft.WA98109 Tacane,WA98402 -0 33906 a 1201 Third Avenue, Suite 1500, SeatOe WA 98101 USA APPROVED FOR CONSTRUCTION 015mv�� " PROJ MGR: JF (206126G1649 (2531627 -0720 T 1206 4419335 F 1206 448 6922 NUMBER REVISION DESCRIPTION BY APP. DATE NAI ENG\� 1\ Its 9 www.kpg.com E seannatI&Ind.conn Ww ,.ghdl BY: DATE:11�1 a FILE: 0655DSTRM02.dw GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 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 1L — 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 /OFFSET 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 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET (VERTICAL SCALE = 1/2 HORIZONTAL SCALE) RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE PROFILE STA 18 +50 TO STA 22 +50 D- 343013 BID DOCUMENTS DRAWING NO. 116 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 116 OF 304 a 'z a m ti v, wn o � -t w a .p -3 w N O Z j NUMBER 60 60 RENTON 60 ............ ............. 60 ...124 .. .......... ..........,.... ... .............................. STD. PLAN 200.10 .34. ................. ........................: ... ... ..... ..... ...._ .................._......: ......I.......................: .35 ............... .................... RENTON STD. PLAN 200.30 d. .... .. ...... . .s .� ..... ................ ... . . a.... .. .... J W ...WEST, GUTTER PROFILE J. 40. :... ........ L> J N N V) ..... . N... 2 ..; ..... ... 40 v .. - Lr? X (qW axx w w ' � 40 .... .... W d• N - Of . .N ......... 40 .... .....: ..............................: +sh C, .. N 6 ........................ . EX GROUND I. &04-2 Q w. m.NN.... . 1 ¢ 1 .......... .......... ............. :..............................: ............................................ 24 AT CL �y�-. .. .wv~i�w N � � N ... ...... AT CL .. FLOWLINE ' M1 -- . WEST GUTTER Kw .: .... v in. _ PROFILE _. ........... 20 .. ., ... .... 20 . ....... P34 44LF.. ........ ! - : ..............................: . 12" CPEP ®0:22% 0 .............. .............__... ........_...._......._!.._..... ... 0 21 21 +50 SW 7TH STREET (SW CORNER) SW 7TH ST (NW CORNER) 60 60 RENTON 60 ............ ............. 60 ...... ...124 .. .......... ..........,.... ... .............................. STD. PLAN 200.10 c. ........................: ... ... ..... ..... ...._ .................._......: ......I.......................: .35 ............... .................... RENTON STD. PLAN 200.30 d. .... .. ...... 0. W.... ... .s .� ..... ................ ... . . a.... .. .... 40 ...WEST, GUTTER PROFILE W. o N...... 40. ....�Z. . ....................... J N N V) ..... . J vv ...... .. Q. d... :. ..... ......... ....... ..... ... - Lr? X (qW axx w w T W W WEST GUTTER 40 _ .......... v. W wt = ...v v 40 .... .....: ..............................: 20 N 6 ........................ . 0 ..........:.................................................:............................ .........................: ..................: CN ui rO +. ^ ^.... .......... .......... ............. :..............................: ............................................ 24 EX GROUND ....:......... 25 .M N � � N ... ...... AT CL .. w,(i �. Q'u_n..p..il wI!-I w W ww.N M1 -- . Kw .: .... v in. _ WEST GUTTER _. ........... PROFILE .. ., ... .... .... 0 20 C6133 -TYPE i ..... .:... .. ....... ... �� . ...20. SW 7TH ST (NW CORNER) 60 TYPE 1 - RENTON 60 b. :........................ .......... ...124 .. .......... ..........,.... ... .............................. STD. PLAN 200.10 c. .. .... .. ... w RENTON STD. PLAN 200.30 d. .... .. ...... 0. W.... ... STD. PLAN 201.00 ..... ................ ... . . a.... .. .... 40 ...WEST, GUTTER PROFILE W. o N...... 40. ... EX. GROUND .. N .. ... . m � II WEST GUTTER _ .......... PROFILE :.............. .... .... .....: ..............................: 20 .... ................ .. P124 118LF 12° CPEP @0:50% .............................. �� 0 ..........:.................................................:............................ .........................: ..................: ... ... : .......... .......... .......... ..............................: ............................... ............................... : 0 .......... .......... ............. :..............................: ............................................ 24 .................. .............. ........... .............................. ...... ................. ... ....: 24 +50 ...... ...... ................................. ....:......... 25 WEST SIDE GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 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 1L - 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 /OFFSET 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 60 ............. ................................. ................ _.... ... 60..................................._................................ .._._..._..............._...60. 60 60 _...... . ............. ............................................. .............. . ..... ... . . ............. ............ .. ..... ...... ... ................................. . ........... ... ......:... .........................: ........ ....... ... ..... ... 17 ..... .......... ........ ............I... . .......... ........ ...... ............... ........ 37. 38 ..... ...... ........ ............. .......... .......... ........... ............................... ..,. ... z3wc�f ...... ... ..... �.., ^W, ...,. ... !Y v.... `ice 0 'LAN (%' ..... .......... ....... ..... .. .� .. . .. .. ... ., ... ... .... .... .. .. .. N .,, O ...,. ... �.. N N W �' d Q'YL .... .. ... ........ .... rr R d ., ... .. CL(n ...... ... .... ... . .. N..,�X....,.,, .... N....GJw IN.. .� N W W W .... .. .. ........ ..... .�.�.. .. .. .. .. ... .. ". �..Ne N UUv W �. 40 w CO .. N . ... 40. 40 � u-, M N W ..� .. N 40 . . .. .......... ........ N .. EAST GUTTER ..... 7; u; OMO M ... N N �. O y� + O O O +.vr M M .. PROFILE.. I. cv N. ; .� ....... .: EAST GUTTER.. ..... ... b b eo o I. ry C J ^.. I..N N o p EAST MEDIAN. -cc N N PROFILE :............. x 11> W' W. ' Q... N N Q ...N .................PROFILE...... ..... . i2i .. EX'GROUND m..lr n.... ... ...... ........ ... .... ..ca rn �.w u.l ....... ... - - -m F-��{. .N �.W ... .. ...... ... w En oc � ' AT'CL....... EX GROUND, c3 �n o- .. ... .... ..... EX GROUND . . .. ... ... AT CL AT CL ............. ..... ... ...... ........ ................. 20 c ..o ....................... 20 20 ................. .................. . ..........._............. ..... ..:............................ .. . 37 SAME: STRUCTURE. .. . 0. THIS..SHEET ...._... ..... P39 ..21.6LF..12 ".CPEP..00,55 %..: .... ..20. A P38 59LF 12" CPEP 190:57 % ... ................... ............. ......:...... .......... .......... . :............................... ..............................: Q D.........:. ....�...................... ................ .................... .. P37 '1 1LF '12" CPEP: . . . ............... �.. ®33.95 %:. .o . . .......... ........ .................. ......... .:. .. ..... ... ...... .......: ........ ...................... .. ..............................: x w . 3 ................................... ..............................W o...................... ..............................: a.............................:. .............................:. ............................. 0 0 �... ..... EX POWER AND TELEPHONE ....... ........ . ....... ......... P36 18LF 12" CPEP 61..00% ... .. ... . ... .................... ........................... .. CB36.- -TYPE 1 ..................... .. .. . 36 STANDARD.. RECTANGULAR .FRAME ................ ...... . ..................... .. ............ ........ ............. ..... _.......STA 23 +60 (83:1 3). ......... .......... ........ . RIM: 25.0 ...... .:..........................._ : .................. ...........:...... ........................:.. .................... ..... ............. .... ........ .... ........................:...... ........................:.. ................... .......... I....... IE =21.88'12" CPEP(NW) ....................... _ .....: ....... ...................... ..... ........................ .. ................... ........................... ......... .....: ................................................. ............................... ............. _ .... ................ ...................................................................... .....................:......... ...................... ....... :..... ......... ......... .... :.. .......... ......... ... ..:............................ 24 _ ...:............. ....................... .... ............ ............... ........................ ......................................... ........ ...... ..... .. ...... . .................. .. ......... .:........ 24 25 FAST SII'1F REVISION DESCRIPTION I BY I APP, I DATE SURVEYED: KPG DRAWN BY: WRE DESIGN BY: WRE CHECK BY: KRS PROJ MGR: JF 11 FILE: 0655DSTRM02.dwg KPG 117 PROJECT NO. I CLIENTS I PEOPLE I PERFORMANCE 7539th AvenueN 2502 Jefferson Avenue w 9 Taama. WA 96402 NOV 2011 (206)2, 6.1640 (20612661649 1253)627 -0720 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA T 1206 441 9385 F1 206 448 6922 xuw.kppom E seamail @ghtl.wn, W www.ghd.mrn EAST SIDE (MEDIAN) CITY OF RENTON ..0 Public Works Department APPROVED FOR CONSTRUCTION BY iI i3: 4il� DATE: A1111Z RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE PROFILE STA 22 +50 TO STA 25 +00 D- 343014 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET (VERTICAL SCALE = 1/2 HORIZONTAL SCALE) BID DOCUMENTS DRAWING NO. 117 PROJECT NO. TED403430 FED AID NO. - CM0167(046) DATE: NOV 2011 SHEET NO. 117 OF 304 m a c ' J N N � �n a o � { .p o W w 0 z H O N a, 3 N O N 0 0 / c� z Q 0 0 0 a i m Y WEST SIDE so .... .._ . .. .. ......... ......... RENTON STD. PLAN 200.00 b. TYPE 1L - RENTON STD. PLAN 200.10 c. ........... .............. ....... .... .... :.......................... ...; .............. ............................3g. RENTON STD. PLAN 200.30 .......... .......... .......... ......... : .... ....... .......................................... .......... .............. ................. ....!.......................... STD. PLAN 201.00 .50...... ..... ............. ............. .._...... .:......._..._....... ............ ................ ............ ......... ...._........ .......:..... 49. . ...... ... : ..................... _ .;......... ....................... ............. .... .......................... .................:........ .................................................... ........................I...... ..... 42 . . .. ............................:.. _ .....,.................. ... ............. ..... ............................... .... ............... .......................... ................... ..... ..., _ .... ... ' ................:.... .... ........... .... ... .. .. a. .. d rn W ... ... ....... EA N ...................... .... ..... .... .. ..... cV U ... ... .. � .E o .c�i a c� S.11W . U7 40...: .. .. ... K ... PROFILEE�IA _... w. .... .... f .. .:N :N 1i Y2 w0....N n o EX GROUND C> N.� M. ..... ... .... ... .. �. O ai O ...fy N!� .. _.. ............... NN' AT CL.... u,a.c .. I o,.....�...x:,L N N O ...... :.. .... .. .. ..,... ... .. ....M .... .. ... ..... .... .. ... .. .. ..m Q .'. N . ...... r- II ..... ...,,... ....... ... ...... .. .. .., ...... ....... .. .. .. ...... .. . .... V. .. .. ....... ..c.1 V7* LW .... .... ... .. .. U N W L,J a V N aC W: - ... ... ........ ...... ..... .... ...... ................. 20... ..... ....., .,._. 20 P39" 2T6LF 12 "' CPEP ®0:58% .. ........ ............. ...... P50 141LF 12" CPEP 00 50 %.. . ..... ., . ........ ... ...... ' . . ........................... ...... ... . . . .. ... ..: ...... .. ....... ..... ....... ...... ................ .................. .........:....... ........ ...............:.. ............................:...................... .............................. .............................. ............... ............... ..... .... .. ..........L .. P49'59LF 12" CPEP ®6:807 ., .. .... ..........: ... .. .... ............. .................................................................................... ............................... ................................:.............................................................................................................................:...............................t. ....................................................................................................................................................................................................... .............. ......................... .................... ...:...... ... ...... ....... .............. .......... ............. .. .:......................... .............................,, .....,... ..... .............. . N ..; ' ......... ........ ............................................................... :...............................:...............................:.. ' ............................. .... ........ ........ ..... .... ....... .... ................. ....... .......... ...... .... ... .............. :.. ...... ....... ............. ............................. :................. .. _............................. ............................................. ..... ... ........ ............. ................... ................ .......................... .........._..................................... .................. ............... :....... ......................... ...... :........................... :................................................. . ..... .......................... ...................................................... ... ...... ... .. ............................... ..................... i................._...................._...... ............,....................... .............................. ........ ........................ ...... . ....................... .... ...... ................ .........: ..: 0 .: ..........:........ ....... ................. 25 .............................. . ........ ...........................:..... .... ....................... 26 ......... .... ,... :................................................. :..........._......................_.._....................................,.....................:.............................................................................. 27 28 .....................:......... 29 EAST SIDE (MEDIAN) GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 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 1L - 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 OTHERWIISE 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 /OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7. SEE DRAWING NO. 129 FOR TYPICAL PIPE TRENCH GROSS SECTION 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET (VERTICAL SCALE = 1/2 HORIZONTAL SCALE) D- 343015 BID DOCUMENTS R. S SURVEYED: KPG �P CF WAS ��% DRAWN BY: WRE Kp '+ P.MNR �L CITY OF FENTON RAINIER AVENUES (SR 167) DRAWING NO. 1 z 1 1 CLIENTS I PEOPLE I PERFORMANCE .& S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: WRE 7539thAvenueN 2502 Jefferson Avenue Public Works Department CHECKBY: KRS Seate,WA98109 Tacana,098402 FEDAIDNO. - CM0167(048) -o q 33908 p Q- 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA APPROVED FOR CONSTRUCTION DRAINAGE PROFILE Falm— F�" PROJ MGR: JF (206)286.1640 (2 53) 6 2 7 -07 20 T 1206 441 9385 F 1206 448 6922 DATE: NOV 2011 F�lONA1 -ENG�@ $III FILE: 0655DSTRM02.dwg nw.kpg.com E seamail @ghtl.com W www.ghd.mrn B DATE / L STA 25 +00 TO STA 29 +00 SHEET NO. 118 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE 1\ z a Cn ti lot J ''V �NJ Nn a d o w w O Z U1 NUMBER WEST SIDE REVISION DESCRIPTION BY I APP.I DATE KPG SURVEYED: KPG ® CLIENTS I PEOPLE I PERFORMANCE DRAWNSY: WRE RENTON DESIGN BY: WRE CONCRETE CHECK BY: KRS 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA PROJ MGR: JF 11 www.kpg.wm .p E seamaiI &M.com W www.ghd.wrn FILE: 0655DSTRM02.dwg KPG ^ RENTON ® CLIENTS I PEOPLE I PERFORMANCE 753 Rh Avenue N 2502Je9eraonAvenue RENTON Seattle. WA 98109 Tawma, WA 98402 CONCRETE (206) 286-1640 (253) 627 -0720 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA TYPE 2 — RENTON 712064419385 F1 206 448 6922 www.kpg.wm .p E seamaiI &M.com W www.ghd.wrn cs }' CITY OF RENTON .0 Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: / */_ GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 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 1L — 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 /OFFSET 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 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET (VERTICAL SCALE = 1/2 HORIZONTAL SCALE) RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE PROFILE STA 28 +50 TO STA 32 +50 D- 343016 BID DOCUMENTS DRAWING NO. 119 PROJECT NO. TED403430 FED AID NO. - 990167(048) DATE: NOV 2011 SHEET NO. 119 OF 304 z a V1 a m ti a c n a < K W a .p K o . ` O N Z c H GENERAL DRAINAGE NOTES: 1. PIPES LABELED "CPEP" SHALL BE CORRUGATED POLYETHYLENE RENTON STORM SEWER PIPE. b. TYPE 1L - 2. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER INLET - PIPE. d. TYPE 2 - 3. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 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 1L - 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 OTHERWIISE 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 /OFFSET 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 EAST MEDIAN AT RAILROAD CROSSING D=343017 EAST SIDE 0 5 10 20 40 60 BID HORIZONTAL SCALE IN FEET DOCUMENTS (VERTICAL SCALE = 1/2 HORIZONTAL SCALE) R S SURVEYED: KPG Kp� �' >Z CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. �ZO y % DRAWN BY: WRE CLIENTS PEOPLE PERFORMANCE ..IL S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 - DESIGN BY: WIRE Fublic Works Department 75aftle. Avenue Tawa,WA9402 2 FEDAIDNO. - CM0167(048) CHECK BY: KRS Seattle, WA 96109 Taama. WA 96402 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA DRAINAGE PROFILE 9F23808 P'� ��"� PROJ MGR: JF (2(6)266.1646 APPRO ED FOR CONSTRUCTION (2531627 -0720 T 1 206 441 9385 F 1 2064486922 /'/ DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE FS%orv4� F"NG\� \\ $I11 FILE: 0655DSTRM02.dwg v�ww.kpgcom E seamail @ghd.com W vrvnv.ghtl.com BY: DATE: //* /y STA 30 +00 TO STA 34 +00 SHEET NO. 120 OF 304 `z a m a J ' J� J O N O 2 -3 Q O N O N N Q0 i 69........ _... ......... ......... STD. PLAN 200.00 b. TYPE 1L — RENTON STD. PLAN 200.10 so _. ...................... .. ..... ..................... . ............... .... .... .. .... .... .I. 77 ...... d. TYPE 2 — 78. STD. PLAN 201.00 . . .. . ............ ..... _.... 2 v . .... . ' .... ........ ... ... .. ..... .. ....... .. ... ..: ............................ ... ..... ... ......... ....... ... W W W W W .... ... ............ J ..... i--�^ .......................... '.. .....,... ....,.......... .... ..... ..... ............ .... ..... .. .... .. .. .. ..... ....... .......' .............. .. .. ..., ... ......... ....... .... ..... ... ....... .. ....... .. .. ............ ... .. .. .:. ....,...,, ., ..... ....... .... N U U U 2 ... .. ......... ... .... ....... ............... ....... ST tV W v . � J � ........ .... ... ..... ..... PR PROFILE O (P ' r` N ^ . ... ............ .................................. ... ...... ....... ....... .,.... ..... .. ... ... ... .. ... N u W .... .... CO ...... .. .. ...... ...,..... ..., ... .... .. .. ..._ .. ... .. ... .. .... ... ..... ... .. .. .. ... ... .. ... .. ......... m W w w �� — — — — N �EX GROUND' .. .. (. Z. 00f M.N M 00f M ................... ...... ....... E ......... .. U �.� AT CL ... m �� m u u u — W W i ........ ......... ...... ... .. ... .. ... . ... .. ....... ........ ... .. ..... ..,, .... .... .... ...... ... ...... .... .. ip 20 _.. ..... ........ ...,..... P77 133LF 18" CPEP '@1 05 %. 12" CPEP ®0.99% ...... ... _ _...._ .. ..00.45%..: RZ9.131LF.12" CPEP ..... 20 20 " `P78 71LF .......:.. .............................:. ...... ...... ............. _ ;.., .... ,... ............ ......: ....... .....................;..... ............ ......... ......................... ............... ......... ........:. ............................... ............. .... .......... ......... ..................... ...... _ .................... .............................. ............................ ............. ....... ..... .... .....:. .............................. . ............. .... C8520- TYPE .1 ............. SAME CB ...... ........ ........................ _: _ 2:2'..X .2:6'................ .... . ..... ......... ... ... ........ .. ... .... _ ..... .... . STA. 35 ±62 (67.$.L) 520 .... JOINT UTILITY TRENCH. .... ... ..... ..:. RIM: 27.3 .. .... ..... _:, IE= 24,17.12` C,P,EP(NE) ... . .. .. .... ..... . .. .... . 0 ......... ... ............... ....... ............. .... ... ..._ ..... .........,..., .' ...,....... .,.,......_... ...... ........ ........... .......... s... ..... .. ...... _ . ... .. _.... ... _ ... . .. .................................. . ........... ....... .. ............ 0 ......... ....... ..................... ...... _ ;.............. . ...........,... ...... ............. P520 47LF 12" CPEP @i.00 %...... ........... ......................... ... ....................... __. ........ ._.._.._.. .. ... .. .... ........ .........1.7,.x.5.0,...... . .. ...... .. ......... .......... ........:.. _ .... .....:. .........JOINT UTILITY............ .._ ... .. .. .. ....... .........._ ...TRENCH... :..................... ..... ... ... _ ... ...... ..................:. ........ ........................ ................. ....... ......... .... _..... .............. . ......... .: ......... .. ..... . ........... ........ .... .. ......... ...................... _ .......... ..................:........ _ . .. ....... ......... ...:... ..................,....,..,,.., .........:. .. ....... _. ....:.... 35 .............. ....... 36 — ......... ................. . . ..:... ........... ............. ,.._......... ...... ...... .................. ...... . .. .......... .:........... . ......... ........ ... ..................... 37 ...............: . ...... ......: ... 38 WEST SIDE EAST SIDE GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 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 1L — 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 /OFFSET 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 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET (VERTICAL SCALE = 1/2 HORIZONTAL SCALE) D- 343018 BID DOCUMENTS R S SURVEYED: KPG WA � �� c: RAINIER AVENUES (SR 167) DRAWING NO. 121 �% DRAWN BY: WRE Kp� CITY OF FENTON CLIENTS PEOPLE PERFORMANCE .Jl S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: WRE Public Works Department _ 7539lhAuenueN 2502JeHersonAvenue CHECKBY: KRS Seattle.WA98109 Tacarna.WA98402 2 FEDAIDNO. - CM0167(048I -o q 33908 p Q- 1201 Third Avenue, Suite 1500,SeaWeWA98101USA APPR D FOR CONSTRUCTION DRAINAGE PROFILE PpF. F33808 F' F4' PROJ MGR: JF (206)2%1640 (253)627 -0720 T 1206 441 9385 F 1206 448 6922 DATE: NOV 2(171 IM— NUMBER REVISION DESCRIPTION BY APP. DATE NAI F- �� I11 FILE: 0655DSTRM02.dwg wAw.kp9.COfa E seamail @ghd.can W www.ghd.com BY: DATE: /z STA 34 +00 TO STA 38 +00 SHEET NO. 121 OF 304 z z h a c ' 1 >� d W { .p o W N O Z O lA Cam: 3 u. WEST SIDE EAST SIDE GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 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 1L — 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 OTHERWIISE 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 /OFFSET 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 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET (VERTICAL SCALE = 1/2 HORIZONTAL SCALE) D- 343019 BID DOCUMENTS R S SURVEYED: KPG N WA �� :; RAINIER AVENUE S (SR 167) DRAWING NO. 122 � �% DRAWN BY: WRE Kp� � CITY OF RENTON CLIENTS I PEOPLE I PERFORMANCE .0 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: WIRE 75391h AvenueN 2502 Jefferson Avenue � Public Works Department CHECK BY: KRS Seattle, WA 98109 Tacoma, WA 98402 FED AID NO. - CM01671048) -o q 33906 o 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA APPROVED FOR CONSTRUCTION DRAINAGE PROFILE Pp�. F0I8TEPE F4' PROJ MGR: JF (20612561640 12531627 -0720 T 1 206 441 9385 F 1206 448 6922 DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE F�iONAI �NG\� 1\ $l11 FILE: 0655DSTRM02.dwg www,kpg.com E seannail @ghd.wnn W w .ghd.wnn BY DATE: 11WIj STA 38 +00 TO STA 42 +00 SHEET NO. 122 OF 304 rr a a z a a m a lit J dWK a .p o w N O Z nl N v Ag WEST SIDE EAST SIDE CITY OF RENTON .0 Public Works Department APPROVED FOR CONSTRUCTION WWI �0 GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 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. R S �Q c✓r w4s � /J, -o q 33909 p 2 PpF. F0/g7�P� 4�" K- `NG�� 1\ I11 SURVEYED: WR DRAWN BY: WRE DESIGN BY: WRE CHECK BY: KRS PROJ MGR: JF FILE: 0655DSTRM02.dw 9 CLIENTS I PEOPLE I PERFORMAN 7539thAvenueN 2502 Jefferson Avenue SM, Seaflfe,WA98109 Tacoma,WA98402 ( I ( I 296 2861649 253 627 -0720 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA T 1 206 441 9385 F 1 206 448 6922 www.kpg.can E seamail @ghd.com W w .ghd.wrn c. CONCRETE INLET — RENTON STD. PLAN 200.30 d. TYPE 2 — RENTON STD. PLAN 201.00 W 0 o O N Z N -1 NUMBER REVISION DESCRIPTION BY APP. DATE CITY OF RENTON .0 Public Works Department APPROVED FOR CONSTRUCTION WWI �0 GENERAL DRAINAGE NOTES: 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 PIPE SHALL HAVE WATERTIGHT JOINTS. 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 1L — 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 OTHERNISE 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 /OFFSET 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 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET (VERTICAL SCALE = 1/2 HORIZONTAL SCALE) RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE PROFILE STA 42 +00 TO STA 46 +00 D- 343020 BID DOCUMENTS DRAWING NO. 12$ PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 123 OF 304 a Z a a a c n 1 ti N n o� 1 W 0 o O N Z N -1 60 .......................... .....I ........ ................. PIPE. : ............................... ^ TYPE 1L — 2. PIPES LABELED N.......0 ......: SEWER PIPE. U 0 d. ^^ .. J...l'aJ'Z X. IV) � .. STD. PLAN 201.00 PIPE SHALL HAVE WATERTIGHT JOINTS. 4. CATCH BASINS :4 06...LWl .LWL N. N ityy�� W THE PLAN OR N U U : �.... .._X._.. � N X J= W.�(n. .. PLANS: �? Op (V d' t U 3f 40 C) 1 moo" ^.�.�.�...:W......:.. EX GROUND..........:4 a.M.�..(.n Of N N .- ^ ado .- N N AT CL Q m — Ir u n w W W. W....: n lr W. W.�" ca 1n 7. . N.... . 3 40 WEST GUTTER :.. ......... ..... ..... PROFILE o.. .. .. ... . . ...... J .. 20 N U. ... . ....... w . N ........... ...... . �- � .... ........... Z ........ W v N: WEST SIDE NUMBER REVISION DESCRIPTION WRE 1 112107111 MtM111 EAST SIDE SURVEYED: KPG DRAWN BY: WRE DESIGNBY: WRE CHECK BY: KRS PROJ MGR: JF (1 FILE: 0655DSTRM02.dwg KPH 753 Rh Avenue N 2502 Jefferson Avenue Seattle, WA 98109 Tacoma. WA 96402 (206) 286-1640 (253) 627 -0720 www.kpg.wm & CITY OF RENTON 2 CLIENTS I PEOPLE I PERFORMANCE Public Works Department 1201 Third Avenue, Suite 150D, Seattle WA 98101 USA APPUQVED FOR CONSTRUCTION T 1 206 441 9385 F 1 206 448 6922 E seannau @ghe.wnn W www.ghe.wnn BY: DATE,//!r&///Z GENERAL DRAINAGE NOTES: 1. PIPES LABELED "CPEP" SHALL BE CORRUGATED POLYETHYLENE STORM SEWER PIPE. b. TYPE 1L — 2. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. RENTON STD. PLAN 200.30 d. TYPE 2 — 3. ALL STORM DRAINAGE STD. PLAN 201.00 PIPE SHALL HAVE WATERTIGHT JOINTS. 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 1L — 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 /OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7. SEE DRAWING NO. 129 FOR TYPICAL PIPE TRENCH GROSS SECTION 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET (VERTICAL SCALE = 1/2 HORIZONTAL SCALE) RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE PROFILE STA 46 +00 TO STA 50 +50 D- 343021 BID DOCUMENTS DRAWING NO. 124 PROJECT NO. TED403430 FED AID NO. - CM01671048) DATE: NOV 2011 SHEET NO. 124 OF 304 a z M I N '< W a .p o w Q N Z O U1 "j NUMBER SDR -35 PVC COUPLING CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) � 6" 48" f ----I � 6" r--- - - - - -- - / }/- SHAPE INLET TO CURB I 'j -ANOUT CLEANOUT COVER RECESSED TREE FRAME AND CAST IN TOP SLAB GRATE CAST IN TOP SLAB 8" TOP SLAB INTERLOCKING JOINT (TYP) CURB TOP VIEW GALVANIZED ANGLE NOSING THROAT OPENING CURB AND GUTTER FLOW LINE THROAT ELEVATION CAST -IN -PLACE DEPRESSED GUTTER. AND THROAT OPENING (BY CONTRACTOR) #4 DOWEL BARS ® 12" O.C. TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF FIELD POURED GUTTER PRECAST BOX WALL FILTERRA THROAT OPENING NTS PRECAST TOP SLAB 8" THROAT PROTECTION DEVICE INCLUDED IN PRECAST UNIT DO NOT REMOVE. LEAVE IN ul PLACE UNTIL SITE IS STABILIZED A AND FILTERRA UNIT IS ACTIVATED -f- 18.5 6" in 6" 24.5" DEPRESSED GUTTER CROSS - SECTION I GALVANIZED ANGLE NOSING OUTLET PIPE CONNECT 4" PVC (PRECAST IN FILTERRA CURB AND GUTTER USE REMAINING UNIT) TO 8" CPEP WITH B" TWO (2) - 22.5' BENDS OUTLET PIPE 4 "X8" PVC REDUCER AND TOP OF CURB FILTERRA UNIT STREET KNOCKOUTS FOR TREE PVC X CPEP COUPLING. IRRIGATION AS REQUIRED 8" CPEP CONNECT 8" CTU TO 6" 4' -8 1/4" 5' 4' -8 1/4" 6' BYPASS STRUCTURE DOWEL BARS �i lb ® 12" O,C. IF FILTER MEDIA - TOP OF RIM ELEVATION AT FLOW LINE GUTTER PAN THROAT (ENTRANCE) &. BYPASS STRUCTURE D 4'- 8.25" TRANSITIO\TO ELEVATION FROM 4' - 5 " JOINT FlLLER TYP - TRANSITION TO ( ) DEPRESSED GUTTER CENTER OF STRUCTURE DEPRESSED GUTTER PERFORATED (SEE DETAIL) AT FLOW LINE. (SEE DETAIL) UNDERDRAIN SYSTEM DEPRESSED GUTTER TRANSITION NTS 4' X 4' FILTERRA STANDARD PRECAST UNIT NTS REVISION DESCRIPTION BY I APP.I DATE " ®I CLIENTS I PEOPLE I PERFORMAN 753 91h Avenue N 2502 Jefferson Avenue FILTERRA UNITS FOR WATER QUALITY 201 Third Avenue, Suite 1500, Seattle WA 98101 USA f www.kpgcom 'j -ANOUT CLEANOUT COVER RECESSED TREE FRAME AND CAST IN TOP SLAB GRATE CAST IN TOP SLAB 8" TOP SLAB INTERLOCKING JOINT (TYP) CURB TOP VIEW GALVANIZED ANGLE NOSING THROAT OPENING CURB AND GUTTER FLOW LINE THROAT ELEVATION CAST -IN -PLACE DEPRESSED GUTTER. AND THROAT OPENING (BY CONTRACTOR) #4 DOWEL BARS ® 12" O.C. TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF FIELD POURED GUTTER PRECAST BOX WALL FILTERRA THROAT OPENING NTS PRECAST TOP SLAB 8" THROAT PROTECTION DEVICE INCLUDED IN PRECAST UNIT DO NOT REMOVE. LEAVE IN ul PLACE UNTIL SITE IS STABILIZED A AND FILTERRA UNIT IS ACTIVATED -f- 18.5 6" in 6" 24.5" DEPRESSED GUTTER CROSS - SECTION I GALVANIZED ANGLE NOSING OUTLET PIPE CONNECT 4" PVC (PRECAST IN FILTERRA CURB AND GUTTER USE REMAINING UNIT) TO 8" CPEP WITH B" TWO (2) - 22.5' BENDS OUTLET PIPE 4 "X8" PVC REDUCER AND TOP OF CURB FILTERRA UNIT STREET KNOCKOUTS FOR TREE PVC X CPEP COUPLING. IRRIGATION AS REQUIRED 8" CPEP CONNECT 8" CTU TO 6" 4' -8 1/4" 5' 4' -8 1/4" 6' BYPASS STRUCTURE DOWEL BARS �i lb ® 12" O,C. IF FILTER MEDIA - TOP OF RIM ELEVATION AT FLOW LINE GUTTER PAN THROAT (ENTRANCE) &. BYPASS STRUCTURE D 4'- 8.25" TRANSITIO\TO ELEVATION FROM 4' - 5 " JOINT FlLLER TYP - TRANSITION TO ( ) DEPRESSED GUTTER CENTER OF STRUCTURE DEPRESSED GUTTER PERFORATED (SEE DETAIL) AT FLOW LINE. (SEE DETAIL) UNDERDRAIN SYSTEM DEPRESSED GUTTER TRANSITION NTS 4' X 4' FILTERRA STANDARD PRECAST UNIT NTS REVISION DESCRIPTION BY I APP.I DATE 1. STATION /OFFSET PROVIDED ARE TO THE CENTER OF THE STRUCTURE FILTERRA LAYOUT VIEW AND SCHEDULE NTS SURVEYED: KPG DRAWN BY: WIRE DESIGN BY: WIRE CHECK BY: KRS PROJ MGR: JF 11 FILE: 0655DSTRM03.dwg KPH ®I CLIENTS I PEOPLE I PERFORMAN 753 91h Avenue N 2502 Jefferson Avenue FILTERRA UNITS FOR WATER QUALITY 201 Third Avenue, Suite 1500, Seattle WA 98101 USA T 1 206 4419335 F 1 205 443 6922 www.kpgcom E seamail@ghd.ccm W www.ghd.00m FILTERRA TREE BOX UNIT BYPASS STRUCTURE STRUCTURE ID STATION /OFFSET 1 SIZE THROAT ELEVATION OUTLET ELEVATION 1 STRUCTURE ID STATION /OFFSET RIM INLET ELEVATION 200 28 +73.80 (51.8' L) 4' X 4' 22.68' IE 19.85 (N) 4" PVC 42 28 +86.16, (47.6' L) 22.77' IE 19.30 (W) 8" CPEP 201 30 +32.27 (48.1' L) 4' X V 20.95' IE 18.10 (N) 4" PVC f0 30 +61.85, 44.1' L 20.61' IE 17.26 (W) 8" CPEP 202 34 +83.39 (46.0' R) 4' X 4' 25.72' IE 22.89 (S) 4" PVC 86 34 +58.39, (42.1' R) 25.65' IE 22.63 (E) 8" CPEP 203 34 +82.45 (46.0' L) 1 4' X 4' 26.05' IE 23.22 (S) 4" PVC 76 34 +68.44, (42.2' L) 25.90' IE 21.80 (W) 8" CPEP 1. STATION /OFFSET PROVIDED ARE TO THE CENTER OF THE STRUCTURE FILTERRA LAYOUT VIEW AND SCHEDULE NTS SURVEYED: KPG DRAWN BY: WIRE DESIGN BY: WIRE CHECK BY: KRS PROJ MGR: JF 11 FILE: 0655DSTRM03.dwg KPH ®I CLIENTS I PEOPLE I PERFORMAN 753 91h Avenue N 2502 Jefferson Avenue Seattle. WA 98109 Tacoma, WA 98402 120612861640 12531627 -0720 201 Third Avenue, Suite 1500, Seattle WA 98101 USA T 1 206 4419335 F 1 205 443 6922 www.kpgcom E seamail@ghd.ccm W www.ghd.00m CITY OF RENTON .0 Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: 11411 0 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE DETAILS D- 343022 BID DOCUMENTS DRAWING NO. 125 PROJECT NO. TED403430 FED AID NO. - 9901671048) DATE: NOV 2011 SHEET NO. 125 OF 304 a z a a h ti G' N`n N v a . ,, o :IJ N O Z c ..1 IE 26.7, 12" CPEP (N)� IE 17.4, 24' X 42" SD (W) 24" X 42 S_� 01 "W -------------------- EXISTING ---------- EXISTING BRICK MANHOLE —� NOTE: 1. LOCATION AND ALIGNMENT OF EXISTING BOX CULVERT ARE APPROXIMATE. 2. SEE STRUCTURAL PLANS AND DETAILS FOR FOR CONSTRUCTION OF NEW STRUCTURE, SHEET 130 & SHEET 131. 3. REMOVE EXISTING BRICK MANHOLE & CMP PIPE CONNECTION TO BOX CULVERT. 3 s M IM PAP a �Z ' / P G <1* , t� t 1X v , 26.8, 6" EX SD (SE) -96 " DIA STRUCTURE 20.9, 18" CPEP (SE) ,4 WEST BOX CULVERT ACCESS MANHOLE EXISTING BOX CULVERT EXIST PUMP WETW PROPOSED CURB / v AND GUTTER 4o0 69 PUMP STATION CONNECTIONS 2 D- 343013 BID DOCUMENTS R. S SURVEYED: KPG 6�+ �Q & W46 �, .; RAINIER AVENUES (SR 167) DRAWING NO. 12V � y'% DRAWN BY: WIRE Kp� `' CITY OF RENTON .� II CLIENTS I PEOPLE I PERFORMANCE S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 DESIGN BY: WIRE 7539th AvenueN 2502 Jefferson Avenue Fublic 'harks Department FED AID NO. - CM0167(046) CHECK BY: KRIS Seattle: WA 96109 Tacoma. WA 96402 1201 Third Avenue, Suite 1500, Seattle WA98101 USA DRAINAGE DETAILS gPp�.9F3 808 n PROJ MGR: JF (206)26&1640 T 1 206 441 9385 F 1 206 446 6922 APP ED FOR CONSTRUCTION (2531627 -0720 DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE �UNAL F-NG\� ,� 9 www.kpg'Wm E seamail @ghd.wm W w .ghd.mm BY: DATE: WO If— SHEET NO. 126 OF 304 FILE: 0655DSTRM03.dw a z z a m a J wn a a � o w o w N O 2 ^j IE 20.7, 12" CPEP (NW} IE 20.1, 12" EX SD (W) - y SO IE 20.0, 36" CPEP (E) IE 20.0, 36" EX SD I � I I I� I I I I � I I >C � ' W I I 1 1 ' I ' I I I I I I ' I ' I ° I I , 1 , I I , � X � ' W � 1 , I , E 20.3, 12" EX SD (N) 36" CPEP FnCONNECT TO EXISTING STORM DRAIN MANHOLE 26802 �? I ABANDON PIPE IE 18.1, 12" CPEP rri, REMOVE PIPE FROM STRUCTURE CIE UNKNOWN EX 6 SD (N) r'I ______ -T I ,11 II, II III 1 L , I 1 LJ IE 18.0, EX 24" SD (W) IE 18.1 EX 24" SD (E) F,-,l CONNECT TO EXISTING SDMH 23099 I_ I NUMBER IE 20.4, 18" DIP (N \ IE 20.9, 12" CPEP �NE) Y IE 20.6, 12" CPEP (W) IE 20.4, 24" DIP (S) O N ❑ 6 CONNECTIONS TO CB 8 REVISION DESCRIPTION EX. 36" SD EX. 12" IE 24.2, EX 12" SD (N) I ' IE 20.2, EX 30" SD (N) - 1_L__j -------------- �0 r r I I EX. 52" SD �3.4, 12" CPEP (NE) 20.0, EX 52" SD (W) CONNECT TO EXISTING SDMH 28226 r—ABANDON PIPE REMOVE PIPE FROM STRUCTURE IE 19,1, EX 12" SD (N) _` IE 19.1, 12" CPEP (N) AI CIE 16.4, EX 18" SO (NE) 16.4, EX 18" SO (SW) F-,4] CONNECT TO EXISTING SDMH 8082 IE 23.2, 12" CPEP (N) Ni /1'MIN\ k -- IE 23.7, 12" CPEP (SW) IE 23.2, 18" CPEP (S) nCONNECTIONS TO CB 77 SURVEYED: KPG DRAWN BY: WRE DESIGN BY: WRE CHECK BY: KRS PROJ MGR: JF 11 FILE: 0655DSTRM03.dwg EX. 30 SD IE 20.0, 24" CPEP (N)- IE ±20.0, EX 30" SD (W)— 36" CPEP j IE ±20.0, EX 30" SO (E) N N REPLACE 30" CONC WITH 36" CPEP EX. 30' SD 22.0, 12" CPEP (S) CONNECT TO EXISTING STORM DRAIN PIPE IE 21.8, 18" CPEP (N) y, IE 22.6, 8" CPEP (NW) lz�N 00 IE 27.4, 8 "EXSO(W, TO BE REMOVED IE 27.5, 8" EX SD (S) TO BE REMOVED REMOVE PIPE FROM STRUCTURE ABANDONED /PLUGGED IE 19.7, EX 6" SD (N) IE 17.7, EX 24" SD (E) IE 19.4, EX 12" SO (NW) TO BE REMOVED " ' (W) fE 19.40, 12" CPEP (NW) IE 17.7, EX 24" SD /—IE 26.8, 12" CPEP (N) SEX CB TO BE REMOVED CIE 27.6, 4" PVC (E) _F ¢,. J SO I d 0 42 N IE 27.6, 4" PVC (SE) Lail IE 26.8, 12" CPEP (S) nCONNECTIONS TO CB 75 IE 22.1, 12" CPEP (W) 12" CPEP'° 3 -o IE 21.8, 18" CPEP (S) nCONNECTIONS TO CB 76 KPH ®1 CLIENTS I PEOPLE I PERFORMAN 753 9th Avenue N 2502 Jefferson Avenue Seats, WA 96109 Taorinna, WA96492 (206) 2661649 (253) 627 -0720 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA 712064419385 F1 206 448 6922 www.kpg.com E seamail @ghc.com W www.ghd.wm cs CITY OF RENTON ..0 Public Works Department APPROVED FOR CONSTRUCTION By DATE: 0'" Z [3-5] CONNECT TO EXISTING SDMH 30900 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE DETAILS D- 343024 BID DOCUMENTS DRAWING NO. 127 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 127 OF 304 a a z a a rn a J A n d� 46 4 W 0 N O 0 3 r7 0 0 i Z a i 0 0 i i Y OLD CONCI PILE CAP (APPROX.) METAL COVER ....... ..... ...... RIM: 20.1 _..... IE: 17.5 8" CPEP (N) IE: 17.5 8" CPEP (S) IE: 17.8 6" PVC (E) - -.. MECHANICAL PLUG IN OUTLET TO SOUTH 8" CPEP VANED GRATE RIM: 19.4 IE: 16.06 18" DIP (N,S) IE: 16.06 8" CPEP (W) 6" CLEANOUT (MODIFIED) i C � � �c v BR' Ei; ? CB7,1. -TYPE 1L Q �I o � i tl E` cC 1 I I I i I.E. I,OJVI — l,O 1I17L L. w ROUND FRAME AND COVER RIM: 20.5 IE: 17.5 8" CPEP (E) SUMP EL 14.5' SEE DETAIL, THIS SHEET CPEP lCLEANOUIT -'- ,ERDR_— L(1i�ED PVC CJFI�DAINI"" 6" CLEANOUT (MODIFIED) SEE DETAIL, THIS SHEET (TYP) (_1B ,z 008 R11\1 0 I.E. 18' S'h 1 r2 C01\ 30 .. ....... ..... ...... ........ ......... PLAN _..... 30 :. ..... ... .. :.. 6" CLEANOUT MODIFI ...� .... Lip UD 10 UD UD - RIM 21.1 _.— -__ 6" PVC MICRO SLOTTED RVIC -UNDERDRAIN IE:, 1.8.0 6" PVC E W (_) ..., ... ... . D_.__ D 6" CLEANOUT (MODIFIED) c� .. ... .. .. . ..... 20 UJI ...... 55LF.6 "_PVC.®0.72�..,;,... _.431F.6 ".P.VC.�1:16% 56LF 8" CPEP 00.347 a .. .............................: ........................... a ................. 10 _ ............................... ............._...........:._.._ 12' -OPEP STORM °DRAIN..........G8300.._..Cg LRIIDCE TYPE- . 1......... ..._........................... j ".. _ ............. .....;.....IE: 16.5 ................ ......RECTANGULAR SOLID..... .................. .............: I v. A- LE: 3c').4' - -- A RIM:. 26.7 ; ............... ....... 1E: 18.5 6' PVC (W) .... ................ .............. ........ ............. ... .:. RIM: 20:1..... ...... .......... ROUND FRAME AND COVER ......RIM: .......;....0. 0 I � 17:5 8� CPEP (H).... 20.5....... .......... .......................__...... _..........,................. 18 ": DIP. ............................IEi STORM .DRAIN ............ .. .... IE: 17.5 8 CPEP (S) ... ...... ...... .IE:..l7.3. 8. "..CPEP (E)... . .........................IE: 36, 1...... ...........................IE;. 17,8.6" PVC .(E). ... ...... SUMP..EL.14.5'... .......: _ ..........................:.............. _ ......................... ............................... .I.............,............... 10" CASING UNDER WALL FOOTING _.._ .............................. .:................_............ ...... PROFILE ._ .................. ........ H: 1" = 20' ........... . . ... ... ... ............. .:...... . V: 1" = 1 D' 6" CLEANOUT (MODIFIED).r_:�- \ — — f - -� 1 x 30 .. ....... ..... ...... ........ ......... PLAN _..... 30 :. ..... ... .. :.. 6" CLEANOUT MODIFI ...� .... WALL NO 4 RIM 21.1 IE:, 1.8.0 6" PVC E W (_) ..., ... ... . 20...... .. ... .. .. . ..... 20 ...... 55LF.6 "_PVC.®0.72�..,;,... _.431F.6 ".P.VC.�1:16% 56LF 8" CPEP 00.347 10 .. .............................: ........................... ............. ................. 10 _ ............................... ............._...........:._.._ 12' -OPEP STORM °DRAIN..........G8300.._..Cg TYPE- . 1......... ..._........................... ".. _ ............. .....;.....IE: 16.5 ................ ......RECTANGULAR SOLID..... .................. .............: I METAL COVER ....... ........... A RIM:. 26.7 ; ............... ....... 1E: 18.5 6' PVC (W) .... ................ .............. ........ ............. ... .:. RIM: 20:1..... ...... .......... ROUND FRAME AND COVER ......RIM: .......;....0. 0 17:5 8� CPEP (H).... 20.5....... .......... .......................__...... _..........,................. 18 ": DIP. ............................IEi STORM .DRAIN ............ .. .... IE: 17.5 8 CPEP (S) ... ...... ...... .IE:..l7.3. 8. "..CPEP (E)... . .........................IE: 36, 1...... ...........................IE;. 17,8.6" PVC .(E). ... ...... SUMP..EL.14.5'... .......: _ ..........................:.............. _ ......................... ............................... .I.............,............... ....... ........ ..., SEE. DETAIL,.THIS. SHEET . ............ _.._ .............................. .:................_............ ...... PROFILE ._ .................. ........ H: 1" = 20' ........... . . ... ... ... ............. .:...... . V: 1" = 1 D' R S SURVEYED: KPG �Q CF W4 3 ��% DRAWN BY: WRE DESIGN BY: WIRE CHECK BY: KRS .oP 9F33P�0 �F PROJ MGR: JF REVISION DESCRIPTION BY APP. DATE f' iONA- �VG (\ $I„ FILE' 0655DSTRM03.dwg SEE TYPICAL\ ROAD SECTION F SHEET 20 6" PVC MICRO SLOTTED PVC UNDERDRAIN PIPE FINISHED GRADE 10" CONC 12" RESERVOIR COURSE — f— V 0`171% XV ILE TYPICAL UNDERDRAIN SECTION DRILL & TAP (SPLITTING THI SET MADE BOL DOWN WITH 3/ ALLEN- HEAD - 2 PLACES 1/8" RAISE 1/2" WIDE BORDER C8301 -TYPE 2, 48" DIA SOLID FRAME AND COVER RIM = ±20.5 IE = ±17.3 (2) 4" DIA HOLES V4' MECHANICAL PLUGS EL ±18.0 AT CENTER EL 18.0 AT CENTER OF 4" DIA HOLE 8" CPEP (2) 4-DIA HOLES I I ) IW IE: ±17.3, 8" CPEP (E) U I �I EL 13.5 AT SUMP ELEV LETTERING ( "CO ") / \ \10� / 7 7.75" 8.75" 15° CAST IRON RING AND LOCKING COVER IKPC141 ^ :; CLIENTS i PEOPLE I PERFORMANCE ba 7539thAvenueN 2502 Jefferson Avsnue MM Seattle; WA 96109 T3coma,0 98402 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA APP (20fi)28f164C (253)627 -0720 712064419385 F1 206 448 6922 www.kpg.can E seamail@ghtl.com W ~v.ghd.com RV FIBRE JOINT PACKING 2.4' (MIN) PLAN 301 MANHOLE - 48" DIA 6" PVC (IF USED) VARIES 45' iBEND 6 "0 PVC 6" PVC CLEANOUT FOR PVC DRAIN PIPE CONNECTION CEMENT CONCRETE PAVEMENT, CLASS 5 �_ 2 -,1 (3/4) COS (�j 4.75" [�_2 FIBRE JOINT PACKING 10" 20" 4.75" 6 "0 MICRO SLOTTED PV� (2) - 45' BENDS 6" PVC CLEANOUT FOR PVC MICRO SLOTTED UNDERDRAIN PIPE CONNECTION CLEANOUT (MODIFIED) CITY OF RENTON public Works Department FOR CONSTRUCTION DATE: /A/0Z CEMENT CONCRETE PAVEMENT, SEE ROADWAY SECTION RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE DETAILS D- 343025 BID DOCUMENTS DRAWING NO. 128 PROJECT NO. TED403430 FED AID NO. - CM0167(O48) DATE: NOV 2011 SHEET NO. 128 OF 304 a z n T/� a VL m a M� N C1 U 9 o O O N TOP ELEVATION INLET I.E. INLET PIPE WITH SAMPLING TEE BY OTHERS 3/4" DIA. LIFT INSERT 4 PLACES IN TOP SECTION COVER VIEW rHOLD -DOWN FOR COALESCING MEDIA SEE ROADWAY SECTIONS FOR PAVEMENT RESTORATION 8" TO 36" PIPE Z OIL RETAINING BAFFLE SEDIMENT WEIR J '- COALESCING MEDIA SECTION A -A STRUCTURAL NOTES: 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH F'C= 7000 PSI 2. REBAR: ASTM A -615 GRADE 60 3. MESH: ASTM A -185 GRADE 65 4. DESIGN: ACI- 318 -05 BUILDING CODE ASTM C -890 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES" 5. LOADS: HS -30 GENERAL NOTES: 1. ALL BAFFLES AND WEIRS TO BE PRECAST CONCRETE 2. STATIC WATER DEPTH = 4' -0" 3. CONTRACTOR TO: SUPPLY AND INSTALL ALL PIPING & SAMPLING TEES GROUT IN ALL PIPES FILL WITH CLEAN WATER PRIOR TO "START -UP" OF SYSTEM VERIFY ALL BLOCKOUT SIZES AND LOCATIONS 4. SEE PROFILE, SHEET 76 FOR TOP ELEVATION AND INLET /OUTLET I.E.'S 5. AVAILABLE RISER HEIGHTS: 12 ", 18" AND 24" I L0.79" TRENCH DRAIN GRATE (TYPI NOTE: USE DUCTILE IRON (HEELPROOF LONGITUDINAL DUCTILE) GRATE WITH HEAVY DUTY METAL FRAME EXISTING DRIVEWAY PAVE If. 7.00' TOP SECTION MENT 6.50' VAULT PIPE (PIPE I.D. + 30" I.D. X 1.5) [8" & 12" DIA] + [18 " -36" DIA] HEAVY �\ TCH DUTY ALUMINUM LW ACCESS (H -30) PART# HHD -1B 7 1 � — I 8" 8" J I; w V) A o 3/4" DIA. LIFT INSERT 4 PLACES IN TOP SECTION COVER VIEW rHOLD -DOWN FOR COALESCING MEDIA SEE ROADWAY SECTIONS FOR PAVEMENT RESTORATION 8" TO 36" PIPE Z OIL RETAINING BAFFLE SEDIMENT WEIR J '- COALESCING MEDIA SECTION A -A STRUCTURAL NOTES: 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH F'C= 7000 PSI 2. REBAR: ASTM A -615 GRADE 60 3. MESH: ASTM A -185 GRADE 65 4. DESIGN: ACI- 318 -05 BUILDING CODE ASTM C -890 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES" 5. LOADS: HS -30 GENERAL NOTES: 1. ALL BAFFLES AND WEIRS TO BE PRECAST CONCRETE 2. STATIC WATER DEPTH = 4' -0" 3. CONTRACTOR TO: SUPPLY AND INSTALL ALL PIPING & SAMPLING TEES GROUT IN ALL PIPES FILL WITH CLEAN WATER PRIOR TO "START -UP" OF SYSTEM VERIFY ALL BLOCKOUT SIZES AND LOCATIONS 4. SEE PROFILE, SHEET 76 FOR TOP ELEVATION AND INLET /OUTLET I.E.'S 5. AVAILABLE RISER HEIGHTS: 12 ", 18" AND 24" I L0.79" TRENCH DRAIN GRATE (TYPI NOTE: USE DUCTILE IRON (HEELPROOF LONGITUDINAL DUCTILE) GRATE WITH HEAVY DUTY METAL FRAME EXISTING DRIVEWAY PAVE If. TYPICAL TRENCH SECTION CHANNEL FLANGE ADAPTER � EXPANSION JOINT MENT PIPE (PIPE I.D. + 30" I.D. X 1.5) [8" & 12" DIA] + [18 " -36" DIA] TYPICAL TRENCH SECTION CHANNEL FLANGE ADAPTER � EXPANSION JOINT MIN m 111 TRENCH DRAIN CROSS - SECTION (TYP.) —CONCRETE CLASS 6(j) `COMPACTED SUBGRADE � D \\ P FINISHED GRADE BANK RUN GRAVEL FOR TRENCH BACKFILL GRAVEL BACKFILL FOR PIPE ZONE BEDDING 24 -3/8" 8" MIN :`i TRENCH DRAIN CB JOINT EXISTING CONCRETE 4 CONCRETE CLASS 6(j) COMPACTED SUBGRADE f , G iii\ D- 343026 111 35o OIL WATER SEPARATOR 96 TRENCH DRAIN SYSTEM BAD DOCUMENTS ,NQ GFR A SURVEYED: KPG S��% DRAWN BY: WRE KpG �L CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 127 9 II CLIENTS I PEOPLE I PERFORMANCE . It S GRADY WAY TO S 2ND ST PROJECT NO. TED40343 75391hAuenueN 2502JefleraonAvenue 0 DESIGN BY: WRE Fublic Works Department _ CHECK BY: KRIS Seade,WA98109 Tacoina,INAW02 FEDAIDNO. - CM0167(046) 3 808 7201 Third Avenue, Suite 1500, Seattle WA 98101 USA DRAINAGE DETAILS APpF.9FOrg1EPE� F�� PROJ MGR: JF (206)28G1640 1253)627 -0720 APP CONSTRUCTION DATE: NOV 2011 T 7 206 441 93d5 F 1 200 4-08 6922 www.kpg.00m E seamail@ghd.ccn W www.ghd.com BY DATE: �'L SHEET NO. 129 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE NA�EN 1\ $ 11 FILE: 0655DSTRM03.dwg a z m T/1 a V1 m J ' a F w o w H MENT 7 1 8" 8" MIN m 111 TRENCH DRAIN CROSS - SECTION (TYP.) —CONCRETE CLASS 6(j) `COMPACTED SUBGRADE � D \\ P FINISHED GRADE BANK RUN GRAVEL FOR TRENCH BACKFILL GRAVEL BACKFILL FOR PIPE ZONE BEDDING 24 -3/8" 8" MIN :`i TRENCH DRAIN CB JOINT EXISTING CONCRETE 4 CONCRETE CLASS 6(j) COMPACTED SUBGRADE f , G iii\ D- 343026 111 35o OIL WATER SEPARATOR 96 TRENCH DRAIN SYSTEM BAD DOCUMENTS ,NQ GFR A SURVEYED: KPG S��% DRAWN BY: WRE KpG �L CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 127 9 II CLIENTS I PEOPLE I PERFORMANCE . It S GRADY WAY TO S 2ND ST PROJECT NO. TED40343 75391hAuenueN 2502JefleraonAvenue 0 DESIGN BY: WRE Fublic Works Department _ CHECK BY: KRIS Seade,WA98109 Tacoina,INAW02 FEDAIDNO. - CM0167(046) 3 808 7201 Third Avenue, Suite 1500, Seattle WA 98101 USA DRAINAGE DETAILS APpF.9FOrg1EPE� F�� PROJ MGR: JF (206)28G1640 1253)627 -0720 APP CONSTRUCTION DATE: NOV 2011 T 7 206 441 93d5 F 1 200 4-08 6922 www.kpg.00m E seamail@ghd.ccn W www.ghd.com BY DATE: �'L SHEET NO. 129 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE NA�EN 1\ $ 11 FILE: 0655DSTRM03.dwg a z m T/1 a V1 m J ' a F w o w H 0 M 0 U Q iu .o �C / 3 0 a I / c� a Y d N M #5®8" ALTERNATE 'U' BARS, EW (3)#6 T &B SLAB (3 SIDES) MANHOLE CLEAR OPENING 60x42 (HS -20 ACCESS HATCI #5@1 #5®12' (BASE[ RADIUS OW M \ IE 26.7 M t (2 x4' -0" T &B #5x4'—O" 24x42 CORNERS) CMP IE 17.4 ;a RUNGS T� CN WEST MH CAST CONC AROUND PIPE WHEN TOP PLAN PIPE IS LESS THAN 12 "DIA SCALE: 1/4" = 1' -0" SECTION SCALE: 1/4" = 1' -0" — Fo EXIST CULVERT 12" FO #5x 2 / i I EXISTING CULVERT W U -n 'I-" Wa 0 Y / EXISTING / CULVERT -� IE 20.9 26.8 WEST MH PLAN SCALE: 1/4" = 1' -0" 6" WALL REBAR J ILL 12" #5x C 012" #5®12" RADIAL (2) #5 HOOP DETAIL SCALE: 1" = 1' -0" — 12' -0" SO MAT IE 17.4 i i 12" CONCRETE FOR 96" ID MH 7" PROJECTION 3" TYP (TOP RUNG AT WEST MH) 1Y2" RADIUS TYPICAL 1" MIN w v 4" ti z / EXISTING 1 o \ \ CULVERT Y4"DIA STAINLESS i #5 012 EF, EW (CURTAIL ® STEEL RUNGS (ASTM 6' -0" DIA PRECAST PIPE) A240, TYPE 304) o� 6' -0" DIA PRECAST PIPE WEST MH BASE PLAN SCALE: 1/4" = 1' -0" �{ 12" #4xL— ®12 "—\ 3" � (2)0 CONT Or w EPDXY #4x1' -2" ® 18" I Or DOWELS TOP &SIDES EXIST CULVERT M #5, TYP PRECAST 3 EPDXY #4 x 1' -2" ® 12" CONCRETE PIPE g^ DOWELS W/ 5" EMBED RADIALLY AROUND PIPE DOWN TO GRADE DETAIL SCALE: 3/4" = 1' -0" — #5(08" MA #5 HOOP BARS (TERMINATE AS STEEL LADDER RUNGS DETAIL SCALE: NTS TYP w a a- 12" DIA OR LARGER PIPE COLLAR DETAIL r4 SCALE: 3/4" = 1' -0" — I #5 GROUT HOLE #5 HOOP BARS, EF o " AS REQ'D #5012" PARTIAL HOOP +{ (2) #7 HOOP BARS EF GROUT SOLID BARS W/ 3" COVER �l _ (3' -6" LAP SPLICE AS REQ'D w/ SPLICE M :: 10" EMBEDMENT PRECAST CONCRETE STAGGERED.) PIPE #5®12" EF (TERMINATE WATERSTOP EA SIDE OF CONC PIPE ¢ # 4 • __ AS REQ'D) . #5 HOOP 11' -4" SADDLE ' ! 6 #5xE- 012" BARS #5 RADIAL (2) #5x3' -9" #7 1 0" 012" PRECAST \G CONCRETE PIPE DOWELS �Q DETAIL r5 �)i DETAIL DETAIL D=343027 DETAIL 8-� SCALE: 1" = 1' -0" — SCALE: In = 1' -0" — SCALE: 1" = 1' -0" — SCALE: 3/4" = 1' -0" — 1 L3$! SURVEYED: KPG BRIGHT ENGINEERING, INC. RAINIER AVENUE S (SR 167) DRAWING NO. 130 DRAWN BY: E.THOE STRUCTURAL&CIVILENGINEERING CITY OF RENTON BID S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 g ` DESIGN BY: P.HEATHCOTE BID Public Works Department 1609 7TH AVENUE III' FED AID NO. - CM0167(048) T' gyp' CHECK BY: A.BRIGHT SUITE 1100 DOCUMENTS SEATTLE, WA 96101 APPRCeEQ FOR CONSTRUCTION / STRUCTURAL DETAILS FOR DATE: NOV 2011 C�FJ6 ") _?\ /�4y PROJ MGR. JF (206)625 -3777 BY: XX DATE:�X WEST BOX CULVERT ACCESS MANHOLE SHEET NO. 130 OF 304 \ FAX: (206) 625 -1851 NUMBER REVISION DESCRIPTION BY APP. DATE '�' \� FILE: 130.dwg a z m N� 1n a o K [ (� a .p K 0 O N DOUBLE LEAF DOOR- BEARING CONN SHOWN - N 0 U —i 10" #6 #4x 1 @8" #412" #5 CONT BTWN 5" 8" CORNERS w/ #5x CORNER BARS 1 -6 GRADE CJ • • • • 1 • SECTION SCALE: 1" = 1' -0" 129 EXIST PUMP STATION ,. „ 1,.1,.1 SEE EXISTING PIPE FRONT (STREET SIDE) FACE FACE OF PUMP STATION WALL ELEVATION SCALE: 1/4” = 1' -0" EL 16.65 )IA CORE HOLE Q J ° 3 0 I z CV N J X � W ° Z_ W W a= J O p LINK SEAL MODULAR SEAL 18" DUCTILE IRON PIPE GROUT REMAINDER OF OPENING FLUSH WITH WALL SECTION SCALE: 1" = 1' -0" — FROM CB NO. 69 a a `z a a m rov N N cod -Dill O W N O Y c D- 343028 SURVEYED: KPG r� BRIGHT ENGINEERING, INC. ® RAINIER AVENUES (SR 167) DRAWING NO. 131 ,r DRAWN BY: E.THOE S, ""GT"�. & C, „L ENS, „EER,N� CITY OF RENTON S GRADY WAY TO S 2ND ST PROJECT NO. TEED4 343 DESIGN BY: P.HEATHCOTE 180971.A mE BID Public Works Department FED AID NO. - CM0167(048) a CHECK BY: A.BRIGHT Su1r98101 DOCUMENTS Senn206)6 98101 APPROVED FOR CONSTRUCTION STRUCTURAL DETAILS FOR DATE: NOY2011111 PROJ MGR: JF (206)625 -3777 ��. // 31()\ FAX: (206) 625 -1851 gy. DATE: S` /' Z WEST BOX CULVERT ACCESS MANHOLE AND PUMP STATION SHEET NO. 131 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE ,\i. ;qt`S FILE: 131.dwg