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HomeMy WebLinkAboutzD-3149Set0► c KEY MAP 0 I W1 SCALE F- 300 0 150 30 FEET > o. CK Ld: N. 6TH ST. 3350 Monte Villa Parkway Bothell, Washington 98021-8972 (425)951-4800 (425)951-4808 Fax whpacific.com r i SHC Consultants, LLC 720 Third Avenue, Suite 1200 W Seattle, Washington 98104-1820 Tel: (206) 505-3400 COMSULTAINITS Fax: (206) 505-'3406 Formerly a W" of Benyman & Herugar NO. REVISION GENERAL NOTES DRAWING LIST 1. THE EXISTING UTILITIES SHOWN AND INDICATED ON THE DRAWINGS ARE APPROXIMATE ONLY, AND ARE BASED ON AVAILABLE UTILITY DWG TITLE INFORMATION PROVIDED BY THE OWNER,, ON FIELD SURVEY OF NO* VISIBLE FEATURES, AND ON A FEW SELECTED POTHOLE SITES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE 52 SDOO KEY MAP AND GENERAL NOTES AND CORRECT LOCATION 'SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48-HOURS LOCATORS, 53 SDO1 LOGAN AVE. N. STA. 143+00 TO STA. 147+75 1-800-424-5555. 54 SD02 LOGAN AVE. N. STA. 147+75 TO STA. 152+25 2. IN AND ADJACENT To THE PROJECT RIGHT-OF-WAY.' BOEING SD03 LOGAN AVE. N. STA. 152+25 TO STA. 46+50 UTILITIES, CITY OF RENTON UTILITIES, AND FRANCHISE UTILITIES, ARE 56 SD04 LOGAN AVE. N. STA. 46+50 TO STA. 51+00 MARKED "TO REMAIN"- OTHER UTILITIES INDICATED IN THE BASE 57 SD05 LOGAN AVE. N. STA. 51 +00 TO STA. '55+50 MAPPING ARE ABANDONED, TO THE BEST OF THE ENGINEERS KNOWLEDGE. 58 SD06 LOGAN, AVE. N. STA 55+50 TO STA, 60+00 59 SD07, LOGAN AVE. N. STA. 60+00 TO STA. 64+50 3. THE CONTRACTOR SHALL EXPOSE ALL EXITING UTILITY LINES AT LEAST ONE WORKING DAY AHEAD OF PIPE LAYING OPERATION TO 60 SD08 LOGAN AVE. N. STA. 64+50 TO STA. 69+00 VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES. ANY 61 SD09 LOGAN AVE. N. STA. 69+00 TO STA. 72+50 CONFLICTS WILL BE RESOLVED BY THE ENGINEER PRIOR TO PIPE INSTALLATION. 62 SD09A LOGAN AVE. N. STA. 69+94.51 TO STA. 71+32.49 63 SD10 LOGAN AVE. N. STA. 72+50 TO STA. 76+00 4. CONTRACTOR SHALL COORDINATE WITH KING COUNTY METRO WHEN WORKING NEAR, OR CONNECTING TO, METRO'S 96-INCH SEWER. 64, SD11 N. 8TH ST. STA. 61 +00 TO. STA. 64+25 CONTACT METRO AT 206-684-1707 FOR METRO- ' PROVIDED 65 SD12 N. 8TH ST. STA. 64+25 TO STA. 69+00 INSPECTION AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION WITHIN 20 FEET OF METRO SEWER. 66 SD13 N. 8TH ST. STA. TO STA. 71+50 67 SD14 N. 8TH ST. STA. 73+25 TO STA. 78+00 68 SD15 N. 10TH ST. STA. 51+00 TO STA.'.55+00 69 SD 16 N. 10TH ST. STA. .55+50 TO STA. 59+00 70 SD17 N. 10TH ST. STA. 59+00 TO STA. 63+50 71 SD18 N. 10TH ST. STA. 63+50 TO STA. 66+72.36 72 SD19 PARK AVE. N. STA. 21+37.83 TO STA. 24+75 ABBREVIATIONS 73 SD20 PARK AVE., N. STA. 24+75 TO STA. 29+50 ALT ALTERNATE R/W RIGHT OF WAY 74 SD21 PARK AVE. N. STA. 29+50 TO STA. 34+25 C/L CENTERLINE RT RIGHT 75 SD22 PARK AVE. N. STA. 34+25 TO STA. 39+00 CB CATCH BASIN S SLOPE, SOUTH 76 SD23 PARK AVE. N. STA. 39+00 TO STA. 43+50 CMP CORRUGATED METAL PIPE SD STORM DRAIN 77 SD24 PARK AVE. N. STA. 43+50 TO STA. 46+69.44 CONC CONCRETE SDMH STORM DRAIN MANHOLE 78 SD25 N. 6TH ST. 27+75 TO STA. 31+00 DI DUCTILE IRON SE SOUTHEAST 79 SD26 WET VAULT DETAILS DIA DIAMETER SS SANITARY SEWER 80 SD27 .,DIVERSION STRUCTURE AND OIL/WATER SEPARATOR DETAILS DWG DRAWING SSFM SANITARY SEWER FORCE MAIN 81 SD28 MISCELLANEOUS DETAILS E EAST SSMH SANITARY SEWER MANHOLE ELEV ELEVATION STA STATION EX EXISTING STE STEAM EXT. EXTRUDED SW SOUTHWEST FM FORCE MAIN T TELEPHONE HP HIGH PRESSURE TCE TEMPORARY CONSTRUCTION EASEMENT IE INVERT ELEVATION W WATER, WEST L LOGAN WV WET VAULT LF LINEAL FEU LT LEFT N NORTH NE NORTHEAST NW NORTHWEST P PARK, POWER PIV POST INDICATOR VALVE NOWN I 0035524 ro 01 S TV, O I S T EXPIRES 06/06107 EXPIRES 04/26/07 WALE VMUICAL MVD IM DAM AS SHOWN WA Im/1"t AIL CITY OF CITY OF RENTON 4/17/06 SOUTH LAKE WASHINGTON FlaMMM RENTON PAM 011E DATUM ROADWAY IMPROVEMENTS MAWM W. T SAL SM A r Planning/Building/Public Works Dept. STORM DRAINAGE F N" ow S DOO SOUX ACCOMMY KEY MAP, GENERAL NOTES, ABBREVIATIONS AND SHEET LIST SHUM OF. 52 20,g IZ IL I a 70 719 NO 0 N 0) % cq 1481-00 148 -r5O 3350 Monte Villa Parkway Bothell, Washington 98021-8972 (425)951-4800 (425)951-4808 Fax whPacific.com LLJ Z I C) N 04 04 P*- Uilui Uj • L�Llw 1*0 m W I 0) 0 Q0 . Q0 0) .00 0 Q0 T— (D 0 0 0 * 0 0 n 0 to 152 149700 , . 149 50 era BHC Consultants, LLC V.- 1 5 720 Third Avenue, Suite 1200 Seattle, Washington 98104-1820 CONSULTANTS Tel: ( 206 505-3400 Fax: (206) 505-3406 Formerly a Division of Berryman & Henigar • L�Llw 1*0 m W I L 1 7F z T� I L Its ILO Lo X BOEING' OMMUNICATIONS UCT TO REMAIN - I L4"j, C N to TOP U) W z 3: co j tf) Q0 LO T— (D 151+50 152 00 , . r VOTMAL NAVO 1M MWJMTAL- WD IM11M era V.- 1 5 RENTON' I ow "M AT RU SW E DATUM Planning /Building /Public Works Dept. IF Nff OW MM' WA E ACCOFAMMLY L 1 7F z T� I L Its ILO Lo X BOEING' OMMUNICATIONS UCT TO REMAIN - I L4"j, C N to TOP U) W z 3: co j tf) Q0 LO T— (D 151+50 152 00 SrAM- H 1 =20" VOTMAL NAVO 1M MWJMTAL- WD IM11M .. - CITY O F V.- 1 5 RENTON' I ow "M AT RU SW E DATUM Planning /Building /Public Works Dept. IF Nff OW MM' WA E ACCOFAMMLY S T EXPIRES 06/06107 j E EXPIRES 04126/07 DAM CITY OF RENTON SOUTH LAKE WASHINGTON FIEU)BWK, P W, ROADWAY IMPROVEMENTS STORM DRAINAGE PLAN AND PROFILE SD02 LOGAN AVE. N. STA, 147+75 TO STA. 152+25' S"Ea- 54 or. 20A I v! t0 M ti 1 ULLAKUZ) (n W F­ W P wp P_ P 0.1 -]CONSTRUCTION NOTES W JL ❑ P F W POWER EASEMENT REC. NO. 9207130661 LAJ U) 1c. 1. PROTECT EXISTING BOEING UTILITY TO REMAIN, A&I A%AIMO.' I ........ X .2 CON f_%Q A Uri V V1 I a _010000 cn 40*110% O W X cn W W 0 LO W Z .i X d. V_ V_ Z 0 �z A. ft bo bo T­ T_ co co C4 CN MI NAME- ME 11=1=1 N 11212121MI=1*1191� �1= 1=1l �(�: � �i�ii!��� .- �!�` '�I. �- RA! +wrr z�,-c - l� - l�l�- �� _ `1� .`• 1_ 1■ �I- �l. i #. �I_ Lj kM§iMNW1NNV1r= —1wnarwom awnwan 3. PROTECT EXISTING METRO UTI LITY TO REMAIN.- auto elm____ .1 im_ No Iz E?SP LOT 6 0 in R/W All, Im • -Mort "Ill 0 zol WN-MMON-m- I WwRi NMI HON3G GARBAGE -CA W f W GENERAL NOTES W, 01i _000IMM M N RN W-0 W4 k ILI 1; Zee* y LU UOO—U25. 1z LOCATIONS, SEE UTILITY DWGS. 2. EXISTING UTILITIES NOT INDICATED AS REMAINING I 17h wi ►R70 f A 1 _0 0 10, 01 45 Ali! A. �J- ko- 6011 V!�!. z V P ►__ - W W V I W ___A 99 i5h _­U • -b LL 1'q T]FLN • WORM In RM F80 A l REMOVED AS NECESSARY. 47! ROP lvqpkil!���ii WA 17 \- R/W P JM7, a�jbl At AtIf AQAK1QQK1kAPK1T IZP'17. PIPF nP*KA,,Gl IT[r)KI ww E Tc I'VI IOLA MN , "It TYPE 1 L CI3 #L-1 1 TYPE 1 ------- STA 49+50, 55.0.8* RT STA 46j . 0 20 $ CB JL— 12 TYPE 1 —OCF -------- 10` WA TER EA EN T STA 51 +009 55.42 RT SDMH #L-9. TYPE 2-48 AMA REC. NO. 20041 OnIARR SDMH #L-9A, TYPE 2-48' WZO SUMP oil BACKFILL EX TUNNEL STA 47+83.30t 55.86t • TI STA 48+73.96, 50.63 RT PER DETAIL 4 DWG SD28-�- LOGAN AVE N STA. 48-1i,,� 11.45 ST N 8TH STA. 60+4 IIIIIIII C/L a_ z '00 z 0 F- Z c) • 161 NIM W -7 1 F_ 7 LF 48* MoNswillaw in �10 I • • 0 LO AVE DIRECTORY SIGN 0 0 06 12" SD i� 8 5= 4�_r I EXTR. CUR io qt 47-t-00 1, 1 1 TH--"'ST SDM _:P(PE 2-72 SCALE (425)951-4800 (425)951-4808 Fax LT STA. 60+00 . 00' STA 48-194.91 23)50'0 RT RT EX CONIC BULKHEAD 0 20 0 10. 20 4 wry a 0 - - - - R/W LINE BY BOEING EXT. CURB M_ EX 20 41. 1 A FEET 0 tj�- r- C) SIGN POLE LOGAN AVE N STA, 50+95.56= 26.9± W W 0) 0 z A WEST VRA NSFO WER T DRIVEWAY STA 10+00 ULLAKUZ) (n W F­ W P wp P_ P 0.1 -]CONSTRUCTION NOTES W JL ❑ P F W POWER EASEMENT REC. NO. 9207130661 LAJ U) 1c. 1. PROTECT EXISTING BOEING UTILITY TO REMAIN, A&I A%AIMO.' I ........ X .2 CON f_%Q A Uri V V1 I a _010000 cn 40*110% O W X cn W W 0 LO W Z .i X d. V_ V_ Z 0 �z A. ft bo bo T­ T_ co co C4 CN MI NAME- ME 11=1=1 N 11212121MI=1*1191� �1= 1=1l �(�: � �i�ii!��� .- �!�` '�I. �- RA! +wrr z�,-c - l� - l�l�- �� _ `1� .`• 1_ 1■ �I- �l. i #. �I_ Lj kM§iMNW1NNV1r= —1wnarwom awnwan 3. PROTECT EXISTING METRO UTI LITY TO REMAIN.- auto elm____ .1 im_ No Iz E?SP LOT 6 0 in R/W All, Im • -Mort "Ill 0 zol WN-MMON-m- I WwRi NMI HON3G GARBAGE -CA W f W GENERAL NOTES W, 01i _000IMM M N RN W-0 W4 k ILI 1; Zee* y LU UOO—U25. 1z LOCATIONS, SEE UTILITY DWGS. 2. EXISTING UTILITIES NOT INDICATED AS REMAINING I 17h wi ►R70 f A 1 _0 0 10, 01 45 Ali! A. �J- ko- 6011 V!�!. z V P ►__ - W W V I W ___A 99 i5h _­U • -b LL 1'q T]FLN • WORM In RM F80 A l REMOVED AS NECESSARY. 47! ROP lvqpkil!���ii WA 17 \- R/W P JM7, a�jbl At AtIf AQAK1QQK1kAPK1T IZP'17. PIPF nP*KA,,Gl IT[r)KI ww E Tc I'VI IOLA MN , "It TYPE 1 L CI3 #L-1 1 TYPE 1 ------- STA 49+50, 55.0.8* RT STA 46j . 0 20 $ CB JL— 12 TYPE 1 —OCF -------- 10` WA TER EA EN T STA 51 +009 55.42 RT SDMH #L-9. TYPE 2-48 AMA REC. NO. 20041 OnIARR SDMH #L-9A, TYPE 2-48' WZO SUMP oil BACKFILL EX TUNNEL STA 47+83.30t 55.86t • TI STA 48+73.96, 50.63 RT PER DETAIL 4 DWG SD28-�- LOGAN AVE N STA. 48-1i,,� 11.45 ST N 8TH STA. 60+4 IIIIIIII C/L a_ z '00 z 0 F- Z c) • 161 NIM W -7 1 F_ 7 LF 48* MoNswillaw in �10 I X07 r) N 1'.Zt 'i V_ fir. 000) . .n 0• 0 0 0 0• Ir- to 47 50 48j:00 BHC Consultants, LLC 720 Third Avenue, Suite 1200 Seaffle, Washington 98104-1820 Tel: (206) 505-3400 CONSULTANTS Fax: (206) 505-3406 Formedy a Dimon of Berryman & Henigair • M U-1 V) z F- z I=) 0 0000 W4- 14- n 00 1n 00 04 04 N 04 WW d- 00 n (D T * n ro REVISION S=0121 79 C,4 01c * n to • • 0 0 ci 06 12" SD io S=0.211 % 47-t-00 3350 Monte Villa Parkway Bothell, Washington 98021-8972 (425)951-4800 (425)951-4808 Fax 0- whpacific.com 300 LF X07 r) N 1'.Zt 'i V_ fir. 000) . .n 0• 0 0 0 0• Ir- to 47 50 48j:00 BHC Consultants, LLC 720 Third Avenue, Suite 1200 Seaffle, Washington 98104-1820 Tel: (206) 505-3400 CONSULTANTS Fax: (206) 505-3406 Formedy a Dimon of Berryman & Henigair • M U-1 V) z F- z I=) 0 0000 W4- 14- n 00 1n 00 04 04 N 04 WW d- 00 n (D T * n ro REVISION S=0121 79 C,4 01c * n to • • 0 X-90 LF 12" SD S=0.211 % rte® (n �_ILLJ Z Ljj 0- 300 LF D S=0.21-% wry 0 z 0 Lo (N TO REMAIN EX 20 Ili t 0 V_ r- C) 0 (N EL 24.1 TO 26.9± 0) 0 0) 0 z 0 K) LO (N 04 IN to n? W W W CMP UTILIDOR C4 1 oI < 11111 04 APPROX LLJ VERIFY. X07 r) N 1'.Zt 'i V_ fir. 000) . .n 0• 0 0 0 0• Ir- to 47 50 48j:00 BHC Consultants, LLC 720 Third Avenue, Suite 1200 Seaffle, Washington 98104-1820 Tel: (206) 505-3400 CONSULTANTS Fax: (206) 505-3406 Formedy a Dimon of Berryman & Henigair • M U-1 V) z F- z I=) 0 0000 W4- 14- n 00 1n 00 04 04 N 04 WW d- 00 n (D T * n ro REVISION S=0121 79 C,4 01c * n to r__ U) ro r�_ cq cq to 0 C; 0 c; 0 0) 0 0 r1r) V-) n n I to r7 N 0­00 1 50 50 51 SCAM VBMM-* MID 11NM H: 1 *=20* HORMOMAU W 12/1"1. a. ,�. C1 T Y Q F V.- 1' =5' R EN TON I ow *M DATUM AT RU SMF Planning/BuIlding/Public Works Dept. F N" ow DIM SOME ACCOFORMY DETAIL '3 DWG U29 AND SPECIFICATIONS. 4. OPEN CURB FACE (OCF), CATCH BASINS SHALL BE PER WSDOT STD PLAN B--2e WITH BI—DIRECTIONAL VANED GRATE. ST 1=y01D1=Q neunrun-F CITY OF RENTON' SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS STORM DRAINAGE PLAN AND PROFILE LOGAN AVE. N. STA. 46+50. TO STA. 1 +00 4/17/16 PAM WWM W. . SD04 SHM: 56 *"204 • • W rte® � l-��. Ljj 300 LF 48" SD S=0.21-% TO REMAIN EX 20 CONC P DUCT EL 24.1 TO 26.9± z LO n? 6 DI CMP UTILIDOR oI < 11111 04 APPROX EPTH, FIELD VERIFY. C4 CUT AND FILL PER DETAIL 4 SHEET SD28 10 W c*4 3: W r__ U) ro r�_ cq cq to 0 C; 0 c; 0 0) 0 0 r1r) V-) n n I to r7 N 0­00 1 50 50 51 SCAM VBMM-* MID 11NM H: 1 *=20* HORMOMAU W 12/1"1. a. ,�. C1 T Y Q F V.- 1' =5' R EN TON I ow *M DATUM AT RU SMF Planning/BuIlding/Public Works Dept. F N" ow DIM SOME ACCOFORMY DETAIL '3 DWG U29 AND SPECIFICATIONS. 4. OPEN CURB FACE (OCF), CATCH BASINS SHALL BE PER WSDOT STD PLAN B--2e WITH BI—DIRECTIONAL VANED GRATE. ST 1=y01D1=Q neunrun-F CITY OF RENTON' SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS STORM DRAINAGE PLAN AND PROFILE LOGAN AVE. N. STA. 46+50. TO STA. 1 +00 4/17/16 PAM WWM W. . SD04 SHM: 56 *"204 • • rte® � l-��. r__ U) ro r�_ cq cq to 0 C; 0 c; 0 0) 0 0 r1r) V-) n n I to r7 N 0­00 1 50 50 51 SCAM VBMM-* MID 11NM H: 1 *=20* HORMOMAU W 12/1"1. a. ,�. C1 T Y Q F V.- 1' =5' R EN TON I ow *M DATUM AT RU SMF Planning/BuIlding/Public Works Dept. F N" ow DIM SOME ACCOFORMY DETAIL '3 DWG U29 AND SPECIFICATIONS. 4. OPEN CURB FACE (OCF), CATCH BASINS SHALL BE PER WSDOT STD PLAN B--2e WITH BI—DIRECTIONAL VANED GRATE. ST 1=y01D1=Q neunrun-F CITY OF RENTON' SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS STORM DRAINAGE PLAN AND PROFILE LOGAN AVE. N. STA. 46+50. TO STA. 1 +00 4/17/16 PAM WWM W. . 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(425)951 4808 Fax ( ) LCA 91 9/ P STORM DRAINAGE PLAN AND PROFILE SD05 wh acIfic.com Formerlya Division of Berryman & Henigar N0• mmvm SCNZ qtr Sta: Of: fl� I P REVISION BY DATE APPR � LOGAN AVE. N. STA. 51 +00 TO STA. 55 +50' 57 204 a a. M GN 07L O 00 o o00 o� o00 �� �� 150 56 00 3350 Monte Villa Parkway Bothell, Washington 98021 -8972 (425)951 -4800 (425)951 -4808 Fax whpacific. com N 3) N }.,� .d C77 N 00 oQ 06 c�Q a} 00 59J50 60 HAVO IM w • WRMUAL: • NM 1983/1991 t► H: 1 " =20 - C1 TY 0 F V.- 1 =5 •� RENTON. . ... I °w Pm I DATUM t AT FUM =ME Plan ning /Buildin Public Works Dept. ACCWi MMY �`sj4rtAL �� EXPIRES 06/06/07 1 1 EXP CITY OF RENTON SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS STORM DRAINAGE PLAN AND PROFILE LOGAN AVE. N. STA. 55 +50 TO STA. 60 +00 DAM 4/17/06 PAGE: DRAWMVG W. . SD06 SHM. Of.. 58 204 r M r� �rrr •��3� N 3) N }.,� .d C77 N 00 oQ 06 c�Q a} 00 59J50 60 HAVO IM w • WRMUAL: • NM 1983/1991 t► H: 1 " =20 - C1 TY 0 F V.- 1 =5 •� RENTON. . ... 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NOTIFY ENGINEER OF ANY POTENTIAL ,don CONFLICTS. 3350 Monte Villa Parkway Bothell, Washington 98021-8972 (425)951-4600 (425)951-4808 Fax whpa cific. com BHC Consultants, LLC 720 Third Avenue, Suite 1200 Seattle,. Washington 98104-1820 Tel: (206) 505-3400 CONSULTANTS Fax: (206) 505-3406 Formerly a Dmmn of Berryman & Henigar VEIMAU HAW I NO H: 1 "=20' HDRUWAL, W IM/1M V.- 1 so =5* ONE "m DATUM AT FULL SCA E F Wr ONE IM SCALE ACCORDINGLY 'WAI a (n Ll W to W W (n 0 U) co W z 4 , CITY OF RENTON Planning/Building/Public Works Dept. EXPIRES 06/06/07 S r �G CITY. OF RENTON SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS STORM DRAINAGE PLAN AND PROFILE LOGAN AVE. N. STA. 60+00 TO STA. 64+50 EXPIRES 04/2610= DAM 4/17/06 Rte: PAGE DROM W. SD07 59. or: FINIS ED GRADE jr 0 CO STRUCTION C/L 0 0 Z 00 F_ o D EXISTI 0 CO G_ ---GROUN STRUCTION C/L 0 0 U) U) 0 V) (D + C) 40 00 Lo 0 CO 1 C" cq -H z V) 00 CN z _j .14- < 01 V- itl Vi a 0 0 00 Z 1 %% 00 c\j j_j 100 W -j n n z 0c) J.00 C44 m LLJ. 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OF RENTON SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS STORM DRAINAGE PLAN AND PROFILE LOGAN AVE. N. STA. 60+00 TO STA. 64+50 EXPIRES 04/2610= DAM 4/17/06 Rte: PAGE DROM W. SD07 59. or: 0) 41- Ir"m cle) O w '4 — 'TELE:PWbA11C M ; A L- 70-t-S V III --------- 0 ,. �b 2 SEE SHEET SD09A 0 SDIVIHI #L --25, 0-0 7# EN ASPHALT 0-0-0 CHAIN -LINK F SCALE C 0 0 TYPE 2-96 11 - — 20 0 10 20 40 0 C. 3 STA 69+97 92 m 58.61, LT IS R oe— ........................ FEET • ........................ 0000/ R9 STOPS 71 CHAIN LINK FENCE > "'o lie, L4 ❑CONSTRUCTION NOTES CB #L-24, TYPE 1 0. 0 STA 70+759 34.50" LT -41 X . 1. PROTECT EXISTING QWEST TELECOM TO row, REMAIN. GRATE 28.37 BOEING 30 MPH SIGN -0- PROP. SIGN 1E 26.27 2. SAWCUT & REPLACE ASPHALT PAVEMENT ALONG SD ALIGNMENT. > 3.. DEMOLISH STRUCTURE TO MIN 3" BELOW REPLACE EX C13 WITH FINAL GRADE AND- FILL REMAINING END PROJECT SDMH #L-29, TYPE 2-48 STRUCTURE WITH -CONCRETE, CDF, OR STA. 71+52.34 STA 72+23.749 30.23# RT N COMPACTED SAND. 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LCA F wr ow WIM BY DATE APPR mmvm- SCAM ACCORMIXY LCA 3. ki5524 q 889 I S'fl� IST )'OVAL EXPIRES 06106107 EXPIRES 04/26107 DAM CITY OF RENTON 4/17/06 SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS STORM DRAINAGE PLAN AND PROFILE SD09, LOGAN AVE. N. STA. 69+00 TO STA. 72+50. 61 '*204 40 0 0 r) 0 U) 0 z CO 00 0 't Lo L0 0 C'4 4- W -q z < 0) 00 r*•. (N cq C) 0 C-) -H @ @ CN C) I 00 W a: C/) Of 4100 w a to 00 04 r.4.: I I 0) 0) CO _j CO U (y) co ZZA 0 # fn >_ - ft I (n . nri nri I F- oo I N -I - CN n n X Uj - L4j L.Lj C-4 -rlcN :r N -- 0 U) w W Ld W W m of Lli 0 0 (n X X @ Lij UJ :E w m X� X w c— V) Of U) w 00 L�>j Lij LLJ 0 A (n 7 92 LF 12" SD LF 12$0 SD 711 W 00 S=0_20% Of LF w 30". SID 30" SD W 99 LF (n V S=0.2 S-0.20% %%woo 116 LF 48" SD S=O. ()72% 0 U) bj z cn z + Oh Z z (n Lj Uj z z D D U) U) 0 Z z -1 Z 0 0 z CJ..._ Z z D Z10 z 9% ^Cq T­ N a r. 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R CS VERMU MID IM H-0 1 *_20' DMAMD. 11V 46 CITY OF DJR V.- 1 =5# PLS R ENTON CHMKM AT SAL WAM DATUM Planning /Building /Public Works Dept. LCA F wr ow WIM BY DATE APPR mmvm- SCAM ACCORMIXY LCA 3. ki5524 q 889 I S'fl� IST )'OVAL EXPIRES 06106107 EXPIRES 04/26107 DAM CITY OF RENTON 4/17/06 SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS STORM DRAINAGE PLAN AND PROFILE SD09, LOGAN AVE. N. STA. 69+00 TO STA. 72+50. 61 '*204 m 1 I IL 1 2 tii I 2 M 4i d a - U) 00 CB #8-4, TYP -- SCALE a � w � CB 8--2 TYP 1 aCF' ° N TCE w N E 1 STA 62 +94.#74, 28.42 20 t? 10 20 40 STA 61 +44.74 28.08 LT r v _ v,V- , C w ° `� i8" w G GRATE 27.59 1 ;� N RATE 28.76 IE 24.49 L-1 Li ',' o o 1E 25.66 FM C FEET T T T 10' UTILITY EASEMENT Q c' rt REC. NO. 20041228001865 T Uj Q / .4 69 CB, TYPE 1 SD - �-- --- ---RIM � T� DCONSTRUCTION NOTES c� Q : , BOEING 351 01-- N 8" CONC W 25.88 BOEING 352/01 --62 COG '20' BLD o GE 27.98 g" CONC E 25.19.__._._ •r , s DI E 26.64 GE 28.12 TCE 1. PROTECT EXISTING O o . 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REVISION BY DATE APPR �CA SCALE 20 0 10 20 40 FEET) . E]CONSTRUCTION NOTES 1. PROTECT ' EXISTING BOEING UTILITY TO, REMAIN. 2. BACKFILL AROUND NEW SD WITH , CDF FOR A MINIMUM OF 5' TO EITHER SIDE OF EXISTING CONCRETE SD. 3. CONNECT EXISTING 8" DI SD TO CB. MAINTAIN 'CONNECTION TO EXISTING ' 8" DI SD UNTIL APPROXIMATELY DECEMBER 2006 (CONFIRM'DATE WITH ENGINEER). THEREAFTER PLUG 8" LINE WITH MINIMUM 12" CONCRETE. GENERAL NOTES: 1. FOR WATER, SEWER AND UTILITY TRENCH I' LOCATIONS, SEE UTILITY DWGS UQ0 -U25., 2. EXISTING UTILITIES NOT INDICATED AS REMAINING SHALL BE CONSIDERED. ABANDONED OR REMOVED AS NECESSARY. 3. FOR PIPE DEMOLITION AND ABANDONMENT, SEE DETAIL 3, DWG U29 AND SPECIFICATIONS. 4. OPEN CURB FACE (OCF) CATCH BASINS SHALL BE PER WSDOT STD PLAN , B--2e WITH BI-- DIRECTIONAL VANED GRATE. FOR -AS CONSTRUCTED DE FEATURES NOT MARKED IN RE r � WERE INSMED IN REASONAB iF. CLOSE CONFORMANCE WTH PLAN LOCALCK AND ELEYARON LEGEND: Noma JOINT TRENCH 5E:. 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' 23 LF 15" SD CB, E 1 Rte,, , � �� 6 RISER, TOP 23.15 fi RISER, TOP 22.97 6 RISER, TOP 23.14 z w � S- 12.91 % GE 7.80 CB 8--14 TYPE 1- --OCF- 6 "D! W21.57 6 " IP W26.32 6" DI E21.84 0 � 6" IP E 26.28 6" IP E 26.32 fi" DI W 26.36 c� `o `' BTM ELBOW 25.71 BTM STRUCTURE 16.50 BTM STRUCTURE 16.54 6" DI E 26.42 6" DI S .98 STA 71+14, 28.42 RT BTU STRUCTURE 16.08 / w CI3 8--12 TYPE 1L STA 70 +00, 27.83' RT z i o SDMH P--2 i SEE DWG SD22 X rn W N t*% > ,.,,. � N UM00W Ljj V 4F CF) L d U :m 00 X w LL WV #8--1 SEE DWG SD26 EXISTING GR UND it '�? Z @ CONSTRUCTION C/L • .-- INISHED GRADE W 00 to V � a V ww N �--► w X w Z W V) + N cl) 0 �0 z s'Q N(N U') - - FU) - W 175 LF 12 SD X Xp X X X 2WX W w = Y Z ! t t cl) 0 S-0-20% am W �.Ir.. a W t!� N N N C� 00 r' L() O -f- N 0) Lo �-- 0) CS? (9) co CU N d- Lo 470 N cy)O X rn W N t*% > ,.,,. � N UM00W Ljj V 4F CF) L d U :m 00 X w LL WV #8--1 SEE DWG SD26 I-- _ it '�? Z • .-- -s' W IIrii1��1� IAT a V ww I-- _ it '�? 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DEMOLISH STRUCTURE TO MINIMUM 3' BELOW FINISH GRADE, AND FILL REMAINING STRUCTURE WITH CONCRETE, CDF OR COMPACTED SAND. GENERAL NOTES: 1. FOR WATER, SEWER AND JOINT TRENCH LOCATIONS, SEE UTILITY DWGS U00 --U25. 2. EXISTING UTILITIES NOT INDICATED AS REMAINING SHALL BE CONSIDERED ABANDONED OR REMOVED AS NECESSARY. 3. FOR PIPE DEMOLITION AND ABANDONMENT, SEE DETAIL 3, DWG U29 AND SPECIFICATIONS. 4.-OPEN CURB FACE (OCF) CATCH BASINS SHALL BE PER WSDOT STD PLAN B--2e WITH *..SHALL VANED GRATE. m LEGEND: JOINT TRENCH SE6 5 " , l J'U";2 Ro- PIA Ij A 1��n rt ' V4 5 ti9 a 4j S T ST xQ7vAL � sIOlYAIJ EXPIRES 06/06/07 EXPIRES 04/26107 CITY OF RENTON a 4/17/06 SOUTH LAKE WASHINGTON Ada°m- ROADWAY IMPROVEMENTS p" a�►wwc No: STORM DRAINAGE PLAN AND PROFILE SD13 N. 8TH ST. STA. 69 +00 TO STA. 73 +25 ss 204 1 w M cd TEO ° , m Ir F- r a M a O 0 0 00 0 LO LON 0 .0 N N r**4 C4 C4 cq V- T- T- N + 25-r00 720 Third Avenue, Suite 1200 I I I CONSULTANTS N 3350 Monte Villa Parkway 0 (0 14- 0 V. (425)951-4800 (6 (6 whpacific.com N < to 10 W W W W z CJ O 0 0 00 0 LO 0 .0 "• 126-1-00 C4 C4 cq % N BHC Consultants, LLC 25-r00 720 Third Avenue, Suite 1200 25 5 CONSULTANTS Tel: (206) 505-3400 Fax: (206) 505-3406 3350 Monte Villa Parkway Bothell, Washington 98021-8972 V. (425)951-4800 (425)951-4808 Fax whpacific.com O 0 00 0-) .0 111�- 00 (0 cr) 0 (000) "• 126-1-00 C4 C4 cq 126j50 BHC Consultants, LLC 720 Third Avenue, Suite 1200 Seattle, Washington 98104-1820 CONSULTANTS Tel: (206) 505-3400 Fax: (206) 505-3406 Fomerly a Division of Berryman & HeWar 0 V- 0) 0) N N (6 WW 0000 r-- 0 LO r-- N 00 .00 r1-1 .00 06 06 06, 0 I a X- T1 &I me, I MIAMIAN! 001 0 to rn C4 1V W Z .j FEATURFES) NOT Q IN RED VIERE INM IN R CLOSE COW= N WA as arm, r b", EXPIRE IST STV I S TV, 10NAL E EXPIRES 06/06107 EXPIRES 04126107 CITY OF RENTON DAM 4/17/06 SOUTH LAKE WASHINGTON F18X80M* PAGE ROADWAY IMPROVEMENTS DI MM mm STORM DRAINAGE PLAN AND PROFILE SD2p PARK AVE. N. 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DEMOLISH STRUCTURE TO MINIMUM 3' BELOW w WITH CONCRETE, CDF OR COMPACTED SAND. IL '1I ff I + - 1►f�� - - 1 r ,� r NEW XYi1i7 /%'i'i 1 Aa! !!° .. _M'IIIIM.IMMr1Y[ — i . . • SD r z fi� �► , --- IIII� ���IL..� ,_ t 5w„�*.Y".�'w".'.�. ,.w� w...,,. •,,.... ....... __ A —_ _ ■ I °' _ _ _ -" ° ■ ■1■ �i� 11■ �'tl • • r i AND/OR-UP M �;fi► \ .. .._...... \u�, _., .._�... ■■i' I 1 II;, . IIIlI"`II• 1 ■ i- - - _ \ _ i 1wY.M � e MIDPOINT Z. (o �` *,...•ir� •(� 1 ► f ►.- ►1�,ti.v's. "all..,. ..i.!'V`, lL::,�. .�t►�►`!!i.�rrr/Qi i� '.�►�r'►Zr3 i 0 , f J i �► ! yam►♦ ( i 1.. 7' CHAIN UNK FENCF" POWER, - ,.��► .:� t e R/W­ BSP TRAC! f� ® _ ✓ _, � i -7-. (.,'"''i t �Jt��s k .�!. Ll " BLDG E.� � �,�'i r. � t ,s � .� .p . j�•.F_ s "R .__-^-_ ._.._._._ ._.._ _ ....._ .,..._.__— ____,... ...._...._...__._. ._._._._..,......__-_. •__.__ _...__.__ .._... :r _ . _ ET C _ NF - CB P--9 TYPE 1 L —OCFz 1. FOR WATER, SEWER AND JOINT, TRENCH �,� CB P 7 TYPE 1 .. , PARK AVE. N. STA. 31 +42.37— Q- STA 33 +50 29.17 RT LOCATIONS, SEE UTILITY DWGS U00 --U25. - , STA 32 +25 29.08 RT s r - i DRIVEWAY STA. 10 +00 fl =J - 2 p_ f #, ► # I li! j: = �,, t �, .. 2. EXISTING UTILITIES NO �: C �,�, T INDICATED AS (SEE SHEET SD1 4 , �, # fr _ I �> REMAINING SHALL BE CONSIDERED ABANDONED OR REMOVED AS NECESSARY. # O # O f. o ; 1 ; l # 3. FOR PPE DEMOLITION AND ABANDONMENT SEE - } o A L- DETAIL 3, DWG U29 AND SPECIFICATIONS. PARK AVE N, 30+00,00= _ _ _. _ _ _ _ _ _ ��� EXIS ING GROUND} r ^�- o 0 4. OPEN CURB FACE (OCF) CATCH BASINS SHALL N 8TH ST 1STA. 72 +37.:4 0 C NSTRUCTION C/L � � I '� o�. F N (n • _? I -- ELEV =30.3 _ _ �. , M w 0, BE PER WSDOT STD PLAN B 2e WITH o cn v v w+ N Z cn N BI— DIRECTIONAL VANED GRATE. = Ir) to ;� F-- Cf) > Q d ; ► �'� N _. .._ _ �_._.._- __._�.._ _Z -_ R_. _.. _ -_. J.! _ - _ 1.i-I Uj X� LL ° ;?4 F � � `iJ, t�l .r '�. w ,`�': D X N X X c� O I O Y ��"' i X L.. y-,, w <, o _ m of Q l , .�% r ! ! Q��� p 04 3 _T -- -- _, _ _ _ _ _ # LEGEND: 'A i I # # V f I I JOINT TRENCH SECS -� `, U sot u 125 LF 12 SD f \ s. S= # 361 LF 36 SD .21 � � � � � � � � 1..1..1 I 1 f w UJI f { (n S= .20% { f w ( I 1 8 LF —11,36 SD S =0.20 CONSTRUCTED _- .__. _ -_._ 1 4 FOR � EX 8» H PGAS u,_ __ ..._._.� ._ -_ _�._._� � DE TO REMAIN \. u ± }}} N FEATURES Not MARKED IN RED ' ELEV 25.3 ; 26.0E WERE INSTALLED IN REASQ EX QW EST -�- I�B .. i I v a ao Lo z EX QWEST { TELECOM TO 1 �t' CLOSE CONFORMANCE WT 3 { ` t � LOMION AND RIVATI F' TELECO � TO # � F— => � .REMAIN t j � a � ,. -0 TREMAIN # \ ► \ o EL_EV 25.6 26.7 Pik .g N w w ELEV 24.3-26.1 `? ) d' (0 00 1 ? N P7 1 i 3 i N'° \ (n J V) Uj V? 0) 0i a� (0 \. z Z z Z co # _. w , - NNN j ` # j cflr 1 N N (0 (0= N o0 N; N . W w w s w LtJ j V J ti Q a - P1,� i � NNNNN NON i w w w w w wfw j _ 0035 q �� i — r� r N G D I 1 VS A TV, cD co iL0 �) d 1 c0 L0 . 1(0 7 p N � o ; N NO o o 0 cp 06 o o oO � O O CD C 4 O G 1 p � c i O O O 0 EXPIRES 0 6g/0` ti 6� /07 PO to M n ' M N N N 50 30 00 i 30 50 31 �0,0 31 • -x--50 32-00 32 50 I 33 +00 � 33-1-50 34 +00 UPDATE SD PER ROAD PROFILE REVISIONS RAT 11..30.06 LCA CSR w�rx: wwo , 4/17/06 » : � ,M/;99, .► CITY c CITY OF RE 3350 Monte Villa Parkway \ '' BHC Consultants, LLC. 2 PER SERIAL LETTER 25 RAT 12.11.06 LCA � H: 1 =20 a. Q t Bothell, Washington 98021 -897 � 720 Third Avenue, Suite 1200 (MR V: 1 =5 � SOUTH LAKE WASHINGTON \ Seattle, Washington 98104-1820 0 .... RENTO N PACE (425)951-4800 ' Tel:. (206) 505 -3400 PLS ROADWAY IMPROVEMENTS DATU M (425)951 -4808 Fax CONSULTANTS ;Fax: (206) 505 -3406 �. *° L� �uu. E Planning /Building /Public Works Dept. STORM DRAINAGE PLAN AND PROFILE. Formed a Division of Be mat r 8 Heni ar C E ONE SD21 whpacific.com. y g NO. REVISION BY DATE APPR A PARK AVE. N. STA 29 +50 T0, STA. 34 +25 9FEET: OP: 74 204 (SEE SHEET SD1 6 ............... I /"1 Z- rcB #P- 10 TYPE 1 �'` - o SCALE _- SDMH P -5, I: M } ? STA 34 +51.31, 37.08 LT TYPE 2 -72 20 0 10 .20 40 »,= ; -� STA - 35.06, 7.0 LT O GRATE 29.65 u,tt'•�,i , IE 2740 r,� �' 3 (FEET [TI ) ' Gs ? �� _� tea � � � a ;.� .- .• » - . r :�, SDMH #P-4,. TYPE 2--60 _ _� <� « <� �� _ #P-14, PE 1 OCF � Wwrr,� STA 35 +72.24, 9.00 LT �� r 00 F-1 �- _ f 1� STA 37 +58.43, 37.42 LT w '€� � CV -x- _ ., €--- ----� i F i GRATE 28.72 w. ;F' / , 4. b.- i __ ry 'i l s 1 ._. Y E ! ,. i iii° , M ., € i � - ;Fn N B ,. f r ) ' 6 PIPE 4� C R _ I F _ IE 26.65 °� _ of TA �� f x'6.39 ,8 L ' i., r -' j >` FICONSTRUCTION OR FUTURE EXTENSION _ ___ � NOTES . - t r t ; r / N _ _F�ATL29.� 152 LF - 8' SD _ '� TA 34 +77.93 52.5 LT 2 TCE ±� , 2 2 f (CL i 0 7 ,YIE 26.9 ;r 1 52 DI S =0.20 �. .��f,.. _ 'A _ _ _ IE 21.61 _ _ ) / ��- , �.-- W 1. PROTECT EXISTING QWEST TELECOM TO REMAIN. Ch.: .._ ...,...........,._t,„,• „"._..._ _..... - _ _.- �._... ..._._._..__. ....___ {... -. - ,. ..1. . rr-. •....-- ^- ww,ww.r--- w•--r- zi r 1 s its!.i T �,itY 3 RAW '-� i R/ 3 R = 4r`vtEPJT f 2. PROTECT EXISTING BOEING UTILITY TO REMAIN. CO NC C � E r' V` r4 t C?, 485254 0 1 3 - M 3' BE . DEMOLISH CB TO MINIMUM LOW. FINISH _ W GRADE, AND FILL REMAINING STRUCTURE WITH _�_ _ __ CONCRETE, CDF OR COMPACTED SAND. W �, 1. w _ _ 4 L _7 SDMH #P-3A , TYPE 2 -72 - rl 7f NK f -LN � _ __ - _ � _ _ 3 _ _ _ _ c 0 g � _ _ o o a a __ ___ _._.. _ _._ ____.. _. _ t,�,l _ - .__--- . -.... .���...�_..,._.� ,�{ �� ._.._.__ � _ ._�._.�..__ ____.._ -�.�__ - _______.._ __.� _.. -_�__ �.� _ _.�___. .�. _,_.._ __ G7 4. BAC K FI LL AROUND NEW SD WITH C D F A MINIMUM MOB 0 STA 34 +77 939 9.55 --- ._.._... _.•. - 0 F 5 TO EITHER SIDE 0 F AND/OR _ U P TO �9 LF .7 MIDPOINT OF EXISTING UTILITY. 4 r , L j x f� J 1 C8, y q YPE Cj " ° ,ors 24,3.3 0 r >7 CONSTRUCTION C L �f. 4 3 2759 x rn M 36" SD S =12. k 12 ADS S 2,18. 1 '.�.' r ;� t2" AOS ��{ 27.84 3 36" SD ��� "�� 23.32 o � . , 36ff Sp D,, 2:x.24 + _Lj At 36 +00 37 +00 GENERAL NOTES • ovum _� to 'r "Mom, ..._.,...._.....- �_._._.._...._ _ _ _ „ /fir,/ W 1 FOR ,SEWER AND JOINT TRENCH _ o b�=�� Z LOCATIONS, SEE UTILITY DWGS U00 -U25. -,_ _ 0__ PLPE� END -SAP ,ED - - -� » -�._ ,J w 0 cv cv, F' 1 M 1 74 LF - 12 S D o -j (n LO \FOR FUTURE EXTENSION �. 0 0 3 _ 2. EXISTING UTILITIES NOT INDICATED. AS P AW. N. 52 DI REMAINING SH W J I°I ��f � :��.�- 34 +77.93 52. �;� ..SEE DWG J ^ c�, r��� � 3 3 Z �t•� z, STA 5 RT ~°' (CL ^- n 7 V ALL BE CONSIDERED ABANDONED. v ,v^ SD26 rn N ll 5 =0.20 8» A�,.�� ASPHALT, F-- OR REMOVED AS NECESSARY. f E 21.63 , S' N 23,20 - - ---- -- ----- �,, �, �,_ _ - _ _ _ -� _�_ 3. FOR PIPE („� -- -- - -- - - �_2 S.Q , ��,dC 1.2 SD � DEMOLITION AND ABANDONMENT, SEE I SPECIFICATIONS. D ETA L 3, DWG U 29 AND CATION S _ _.._ __. w_._ _HA'�� tl _ r� _ ____._ __ 4. OPEN CURB FACE (OCF) CATCH BASINS SHALL ��.. BS Try. !� _ ___ _ __w _�_ - _ _ _ r _ f i �C PATH __ ;��,' �= OSED R ��f - _ w -_ - - �- � ---- -- ��"�" A� �� � � ��� BE PER WSDOT STD PLAN B -2e WITH JJ B I- DIRECTIONAL VANED GRATE. TCE 1 �- _�� _ _-- - - _m - -� . _ -; - "_�_ __ _ _� ___ __ --- --- f - ---- - 0 TCE -7 €�► _;:,� CB P -15, TYPE 1 -OCF_ f ►t_t• i C B #P-1 1, TYPE 1 - a C B : P 13 TYPE 1-� fi ,.STA 34 +51.31, 37.08' RT � _ f - _ ______ _ _ __ - _._____.� STA 37 +5 3.43, 37.4_2 RT s ;; _� ; _ - V) V) rryy �y ---- STA 36 +06.39 37.08 RT f [�/ /� { �[}[J�j/ j q tF, - �-�� . LEGEND J � j W - 4,tj V) ll ;.J; '� \ `.3 ' f i ' F t �4 > i.�' L.7L2✓ 4 ...t C- I L.%I -1 iJ1l L.fFVf ^i" r{y ...a [ t ��' a-�+. �l �/lt+ '.: 1 0 9" N,� JOINT TRENCH rta -_ SEE DWG SD26 N 10TH ST STA. I� �, , 60 +11.87 , GONE - - - .__ - ; _ .�..,' I - <; � SEE SHEET SD1 7 2 f ` t _ 40___ 40 n PARK AVE N STA. 38+34.77= w N N u7i N EXIS, 1NG GROUN' > N 10TH ST STA. 60 +11.7 ,�� D �- EXISTING G OUND C° . 0 CONSTRUCTION C L �' �Q � � 00 ° � � � � ELEV =29.24 I to a; o / rn i M c� TOP OF ISLAND i oo I Q_ o 0 ._ __.__.. _ _ u� _._ ___. _ _ - _ _ _ ___ _._.._ _ __� _ _ __� . I C'4 00 _ _ . _. 00 I w b= r Y:/ I rn ` W N {ji - } -- (jj i) t-- Q� �/ _ N ..j <C cn i i ; h _i_., t--- _ > +- NU ; N 04 . N ! o � N W -- _ U It 0 to , U c� l - fW D ix ol jL Wff 1 158 LF - 1 S= 1 I f 0 307 i v � 2, SD 0.; �' ----- - - i- .€ - T 152 LF` -- ;12" SD S =0.20 - - `. _._. _� ._ _ __ ________.._ ___ _ _ _ _ ___ 0 N f � € 94 L(- 36 SD S =0.20 I __.__�_ 255 LF - 6" ; € _.._ 20 --_ f_ ___ __ _ _ _� -_ ___ _ __ vl__�. _ 5 - 0...2 p _ ___._ _ _ _ _. --- __w T-_ ____ -I - 20- ---�- • WV #P-11 -- --- _ -_ _� _' z ' ' SEE DWG ► _ Q V) 1--- ° r f I ; 0 f in SD26 1 EX QWEST � O � � � f � � �. i � � �f- � , EX QWEST �� z (s� I w TELECOM TO ; o to w W ___ __w_ _�__- __ __ _ ._ r ,�_._ �._____.._____ __________ . ___:__ _. TE ECOT _� - ___w_._ _ V) _ W v) z ____.- ...�__R-EMAI�N � �--__ � � � _ z 3 z _- _ Z Z -- i- REMAIN _ io _ �. I z o ELEV 25.0 1,26.3 N N _ J J € I Z z - - ° ELEV 24.4 �5.6� 2 l tl?Ln (, � NNN � I) I 7, �M` { Q__.. _ _ . ___ _ _ _._ _ _ __.._._. __ __ _ _._. __ __ __. __._. _ _ ___ _ __ _ _ Imo - O M C) C) 0 < CN IN lij W W I [��� I NN 1 f (1� I Iq 000 Ld �-` - EX EST ' 000 � r� r� N 3 Q r� r� TELE OM TO `�N ­(0 LO Ww ;< ` -�-•d- NNN LU WW_W i REMAIN _ _ ..__ ��_..� _�_ _ �.�..� N C`�1 N � , i _ E C:EU J�.O- -26.3 -- W - W -�- - - bi-bA cy) 0 4 N 000 00 It O � O M r__ c9 00 00 00 O � 00 c u7 • 'd- e K) 00 0 O O O N � N 000 O O O S 001O 0 0 o 0 10 N N N 0 N N N N � N N N 34 50 i 35-00 35 +50 362;00 ! 0 36 50 37 -x-00 � 37 50 E 38 00 38--50 1 39 0. UPDATE SD PER ROAD PROFILE REVISIONS RAT 11.30.06 MSV ' CSR 3350 Monte Villa Parkway BHC Consultants, LLC 2 PER SERIAL LETTER 25 RAT 2.11.06 MSV oamr H: 1 =20 �� s.,, C1 TY 0 Bothell, Washington 98021 -8972 720 Third Avenue, Suite 1200 DAR Seattle, Washington 98104 -1820 o.w V: 1 =5 M ■ _ P� _ RENTON (425)951 -4800 Tel: (206) 505-3400 ONE NM DATUM (425)951-4808. Fax CONSULTANTS Fax: (206) 505 -3406 MOM CA X M• W_ Planning /Building /Public Works Dept. whpacific. com Formerly a Division of Berryman & Henigar N0. REVISION BY DATE A � ACODFA MY LCA C. C WA's Q035 4 it, 1p�G 1 s z �g,� -q �w .�s Gti S10NAL EXPIRES 06/06107 CITY OF RENTON SOUTH. LAKE WASHINGTON ROADWAY IMPROVEMENTS STORM DRAINAGE PLAN AND PROFILE PARK AVE. N. STA. 34 +25 TO STA. 39 +00 4 /n /os ME SD22 � 75 x'104 � �. :� � ,�; � � CB P -18 TYPE' 1 - 7� � �- Z � ~� � CB P -22, "TYPE 1 -QCF � � � i CB P =24 TYPE 1 L --OCF d' � �' �� STA 39 +70.0, 37..08 LT 1 18 PIPE END .CAPPED ;i � , r � '- � � 1 ' ~- i STA 43 +31 35 35 17 LT SCALE �-- � i � ��; STA 41 +41.97 41 58 LT ~-- t ' FOR FUTURE EXTENSION � 20 0 �0 20 40 M � ` � �� { ,� e GRATE 27.60 � `� -. -�� 1 � s .�� �.,`� �._. � GRATE 27.65. ' � � ;i STA 43 +00, fi GRATE 26.53 ..�. � I E 24.50 � Q _ 52.5 LT , U _ _._.�.:�._.� � ^� � �� �� ��, t` IE 22.95. OUT SE ?•+� �, � � -�.� T �- I E 23.83 I E 19.99 ,.rr _- `3�' (FEET ) - ���_ � ,% � -- �.�, --� 107 �F -- 12 SD i ,� i . 1 I E 23.80 LN N E ,,� -�-. � � - � f � ~...� ��' r S = 0.41 � � � � �_,_�.��- �. � W � �`� -�._..� �� ,-,` - _. _.� �...� � � � � C B P - 2 0 TYPE 1 L -OCF SDMH P - 7, TYPE 2 - 60" � ; �_�.._.. � � y �" n1 ��c,���f�, _..���_- .��...; � � T �--__ ,' i STA 40 +78.76, 37.17' LT STA. 43 +00, 5.66 LT i _� -- - --��� �; ..��- ' C, , N � "`- �:__ � � � - -�...� � ~� G RATE 2 7.30 TT �....�- ��.. --- i Z �T .� ����. �.__ 'r.,� _ --- � � -- ❑CONSTRUCTION NOTES ---- ...`�--�.. �--�:� : j . �.. ; � � - � � � -�- �--. -- ..� � I E 24.06 � .T '�; 150 LF - 12 SD-F;- i . ---� , '� � ----- -. - �..,.:�q � , �. ,� - -�- �-�- . -�.�.� ---- -- . TCE _..- �--. -_ � �.:��... � __--� S =0.39 ...- -• • ' 6 ' -- -= ��:_�-� -.� ,.�,.. _ .j �' �- � � � '=.�:. T-w --59 LF - 12 SD � � ...- -- - ; 2 8 ,,� 1. 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STA. 39 +00 TO STA. 43 +50 2 UPDATE SD PER ROAD PROFILE REVISIONS RAT 11.30.0 MSV a,R PLs a„E ,,,�„ a � � F��� � "°°°�'"°"� ` - °� No. REVISION BY DATE APPR � 4/17/06 SD23 �: 76 204 ti •� Aj `c`'` J r.� '� Au yap s n �„ Qp� _ m� 12 PIPE 'END CAPPED J m C" ° �N 7 o~ ° N z FOR FUTURE _ CAN 1 1 EXTENSION -•' V TC E o R/W �' z" 1 v BY OTHERS .sa o Y z M -� Z Z cn c ,/ �` `��fr nD ,4 /� 0 n pNQ� ► N ST 45 +55.30, 38.11 LT - WK � 1 b- SDMH L -23 0 °� w ©�,� SEE DWG SD08 ,i 1 W C*4 0/. 00 - �___. �''� o � 02 s I 1 111 0 I EX 96 ■ 0 12 S D Fq o CD 4 o iii METRO) Z J ► _ � 11I 1 ' SEWER _� cyn) r z o , ti �-. ` N w a �- `,,. c�■� CB #P-26, TYPE 1 L ° o U X 00 12 " SS '� i - oo r�'o `� o �' f Ii (BY OTHERS �- STA 45 +83.339 37.821 LT Lc) �`` ��o�' �, 1 4+ 0 N 45+ 00 0 ;`' 0 1 .�' oti'~ 111 1 . � � 7 � f O � � ` " PARK AVE. N. •o - P AVE � � � i oo I STA. 44 +88.02 =•' , - 1 �� 1 , LOGAN AVE. N. �, ♦ 1 i - �� V1 2 S 4 ^a 3 0� o �o� STA. 68+ 14.92 - ° Z `�- ° ��� Z. 1 12 W w y p` Y, a \ 1 -v►� 00 vo z 14) 90 iaa 9� .j 3 P ' 1 ww o R W 9 0 � SDMH #L--24 _--- a,..� SEE DWG SD09 R/W i AN 2 � �,� CB P -27, TYPE 1 i y ,\ R o o , --r-- BY OTHERS 1 On 133 o o ° ° •�•a STA 45 +83.33, 28.69 RT o o . \ IE 24.09 ° o i 0 q N N � o d- 0o a) �+ co O V) V7 'd•` 0 d' � N � � N 0 0 �. o o tv I .� d" �.' u7 00 z FIN 1 H E D GRADE 2 N� N '�" --i3: c i Z + c), 0 N W C� ONSTRUCTIO C/L W 00 o EK _+ z C� C w `t- N r _ � �`' 0 W > Q N !I iI 00 CL a_ m °- o w EXI TING GROUN rL ca _ F- Z Z = o V) V) zit Q w >-f Q C ONSTRUCTIO C/L d- w Q> I-.- .J X X X X m m w X L] LIJ ? w w< o .. 2 Q o' c� W to w w w w Q w U Ca w Z< N LL.. o F- to V) W LL- � V_ m V I CL W — Nm w W D b_ a- 1 ... ww.._i ............ •r .,... -xyJV W A 125 I.F --- 12" SD _ I f 42" SD I 0.20X: I I W J v u a °4 W NPE SA,9t ? §;;0.0724% T i 0 I 28 LF — 12 S 0 (BY OTHERS) LO z 48" SD TO Ju I S=0.28% + SDMH L -25 z Z o SEE DWG SD09 N Z I I . • �--- W I Z N CO CO Z N Q 0ZZ 10 L f%.101 cn V7 I w w w rj OQ N N d- d- d- N = 0 X W .r•• t-• I r� h cq f . F- °) h~ 2 I fIl a'0 Ile) 0 *0 z r- r- ....� WWW N mNm N N N Q W W W N � • N 50 �°/'�� W N �?,M • N N 44+00 --I- .00 • l.0 N N N a?n W N 44+50 rn00 • _"' N • N o00 N 45 o� • 0) N N 00 • N r-� N 45 • N 50 d-� CO N • N N� co N 46 • N 00 d..0 M W N • c `v �o W N 46 co 0 N N 50 �. 3350 Monte Villa .Parkway Bothell Washington 98021 -89'72 8" (425)951 -4800 (425)951 --4808 Fax whpacific.com � � CONSULTANTS Fommlya Division ofBenynm 8 Hentgar BHC Consultants, LLC ?20 Third Avenue, Suite 1200 Seattle, Washington 98104 -1820 Tel: 206 505 -3400 Fax: (206) 505 -3406 N0. nxCSR DE . DN oR PLS LCA REVISION BY DATE APPR LGA • 00 o� 0 C�j y H. 1 * -20' " ""' ; ,, ", &A IV, C1 TY OF V: 1 " =5' Alil-NI, RENTON °w etc" DATUM AT R• WAM Planning /Building /Public Works Dept. F Nor ONE way SWE ACCORDOMY SCALE 20 0 10 20 40 (FEET ) CONSTRUCTION NOTES 1. PROTECT EXISTING BOEING UTILITY TO REMAIN. 2. PROTECT EXISTING QWEST TELECOM UTILITY TO REMAIN, 3. DEMOLISH CB TO MINIMUM 3' BELOW FINISH GRADE, AND FILL REMAINING STRUCTURE WITH CONCRETE, CDF OR COMPACTED SAND. 4. REMOVE AND DISPOSE OF EXISTING 36 "/42" STORM DRAIN. REPLACE WITH NEW 42 STORM DRAIN. 5. LOWER JOINT TRENCH T0: PROVIDE MINIMUM 1' CLEAR TO UPPER MOST CONDUIT BELOW STORM DRAIN. GENERAL NOTES: 1. FOR WATER, SEWER AND JOINT TRENCH LOCATIONS, SEE UTILITY DWGS U00 —U25. 2. EXISTING UTILITIES NOT INDICATED AS REMAINING SHALL BE CONSIDERED ABANDONED OR REMOVED AS NECESSARY. 3. FOR PIPE DEMOLITION AND ABANDONMENT, SEE DETAIL 3 DWG U29 AND SPECIFICATIONS. r� t M � EXPIRES 06/06/07 EXPIRES 04/26/07 CITY OF RENTON 4/1 7/06 SOUTH LAKE WASHINGTON PAM ROADWAY IMPROVEMENTS w m owt+m rw: STORM DRAINAGE PLAN AND PROFILE SD24 PARK AVE. N. STA. 43 +50 TO STA. 46 +69.44° 77 204 Ll. ------------------------------- 00 y -;; � �i - i. 2 � T - 3 30 7,1 1 Mf 40 W N X1 241y CONC L SCALE 1:0 20 10 20 40 k % 10 f t � - _> s °,- 9`V..! 3.. .. _ s.r sa _. a„_i�...t 's '� - s s$ 'a-Y3 _ia '"`"' =° � :a " "'`- ------ ---- -- .,__„__-°i __a,.,_._ - ,._,._ - v. _ 2 I kA �AA <- v_`a:'�- p Z, 7,-;---- . ......... X, 41, a- - 12 SD X! 70— 7z .2 _4 2*7 z + "a 65 _j7 4 27 4 ............. T.- •­4 =I N _7 J; 7 ­w-4- t x I .r 7 7o iL 2 ¢4 e z ni z cc X C) W _07* A z ' 2 L 0 I -s D i F r Is IV— mr r e e e e 1r: @ _ s' 2. EXISTING CITY OF RENT6 N t 13 FOR D5, LS LfflUW TO REMAIN. NOT9 MURES-0 M= IN REI) AojUST 3 'RJM ur Z "C H P114AL aiW MA vvcRE KWED IN REASONRLY ........... ........... . ---------- - `W, -2- GRAD -cicw 3 EX 24 CONC * SMON 4. CONSTRVOT NEW 48 MANHOLE ON T0 REMAIN E 3.1 EXISTINd 24' SDO 4s c� . ......... ........... .. ........ ------ .. . . . .......... loq g _ 5ii- PROTECT E&STING PSIE U11LIr-f TO 0 -0 'o RELOCATED BY. REMAIN - R C4 z C4 PSE. 19503 - ----------- . ........... . -- ------------ . ... . ..... .. ..... At -------------- Ld Ilk 4 1 -3 EXPIROS /.0 7. REPLACE GRATIE WMi SOLID z A N ti 2 LLUEND 1 u?" ON E N' L OT E 'ADJUST RIM __To MATCH I;tl rOVER' fINAL rjl4 . jn;_ A O.K-WATER SEWU ?_ANa_. _0lN.T___TKNCR R: cm v Lo E X x 'IMF CATIONS, SSE UT]UTY IjWGS U00-05. ()s2- � Fo 4, I .1"RADE -AS NEEDEO 8 d TO Plpr' AN6 ABANDONMENT.. PROVID5 MINIMUM 0. -5-0 CLEAR TO 2. Al� 4i EXI r- _e 'SEE DErAIL DWG U29 AND SPECIFICATIONS N STING POWER ANQ WATEIR4 ---__----------- ---------- . ... ....................... ----------- 0 ()o cr) op!m ! z 4 3. "EXISTING UTILMES NOT IN TED AS r1l, $r PICA :REMAINING 15:�HALL BE CON'SIDERED to C4 w- to w .100 z EQ clq AD to ABAN ci DONED OR REMOVE-d- AS NECESSARY. ITZ 11 w F-- q • t C V6 q z L -(SEE TABLE) 0 ALT INLET ' 5x 10 ACCESS GRATE Q 5' -0" LOCATION, (H25 RATED) t-- SEE PLANS c17r, AInTC A AKIM c 1 GENERAL NOTES: 1. PROVIDE WATER TIGHT. SEALS AT ALL JOINTS. 2. STRUCTURAL REINFORCING SHALL BE PER SPECIFICATION SECTION 7 -204. 3. INCREASE THICKNESS OF QUARRY SPALL LAYER TO 2' FOR VAULTS P--1 AND 10 -1. 4. LOCATE ACCESS GRATES AND COVERS AT SUMP LOW— POINTS PER GROUT DETAIL, THIS SHEET,. AND AS INDICATED ON THE PLAN SHEETS. "; 5. Will 111E' PLI-JIN SHLE-L-1--p. %.f v PROVIDE MANHOLE GOVER MODIFIED ;�TI� n u T nlsc DRILLED IN '�-i ee'iE,,, -VL-NE-Y M VENT-lbkTIE)IN v q CIRCULAR ADJUSTMENT FINISHED SECTION GRADE ELEV 7' L M I Iii LADDER, TYP SEE CITY OF RENTON STD PLAN B034 nDATC f%nrKIIKIn 6 LAYER OF Z)rLUlrlU/ -XI IUIV Jtl;I IUN 9 -33.2 TABLE 3 SECTION A .." kA I d NOT TO SCALE ALT OUTLET LOCATION, SEE. PLANS PRECAST RISER SECTION B/ WATER QUALITY VAULT TABLE T MLM3UK1- U Al f'UIN I OF MINIMUM COVER. MANHOLE RING AND LOCKING COVER PER WSDOT STD PLAN B ---25, TYP .FINISH GRADE El 2' AT LOWEST POINT FOR BAC K FI LI REQUIREMENT SEE DETAIL 1 DWG U29 — W —n" SECTION B I B L FOR "L" LESS THAN 50' 1 2 .16101 ON .. ♦- Mho �« f EQ EQ FOR "L" AT 50' TO 100' EQ EQ EQ FOR "L" AT 100' TO 150' 1 2 3 4 --.� '�M� : - '""ice -.L . »yq ,•, , .t. I_ EQ I EQ � EQ � EQ FOR "L" GREATER THAN 150' GROUT DETAIL NOT TO SCALE C• 4(�, 35 O w� T Eg �ti�w SIORAL EXPIRES 06/06/07 CITY OF RENTON SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS WET VAULT DETAILS __. TT I G 6'--8" TOP SECTION © 6'_0 VAULT d' 48 SD 48" SD W SDMH #L-- -2 48 SD �-.. DIVERSION STRUCTURE ' SEE DETAIL 3 - -•-- -- o �`�2 ........__......_. _.._.,..._._. ._._.._._.....�.. _._.. C._.,._ ..._. OIL WATER 180' S SEPARATOR VALVE o D try I � � � SEE I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ O ♦♦♦♦♦♦♦♦♦♦ DETAIL 4 OIL WATER i /iiiiiiiiiiiii i/,i /iiiiiii / /// 111 8 SD SEPARATOR I ♦�♦ /������� /♦�♦ /♦ /♦�♦ NN, ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ /♦/♦ /♦/ .,. ♦ /♦ ♦ / / / ♦ / / / /♦ / / /// VALVE BAFFLE /♦ /♦ /♦ /♦ /♦ /♦ /♦�♦�♦ /♦�♦ /♦ /♦ /♦/ /♦ /♦�♦ /♦�♦�♦ /♦ /♦ /♦�♦�♦�♦ /♦/♦/ SEE DETAIL 4 I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ —•� U WALL A i ♦z Iz z i♦i♦i♦i�i�i�i�i�i♦i�i i ♦iii ♦i ♦i�i�i ♦i�i�x X. z z�i ♦i I A Q w U3 t!� /i / / / / / / / / / / /// ///i/////////// > ♦♦♦♦♦ ♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦ BAFFLE w �i /// / /i/i /// ///i////i /i;i Q- Sp �..,,� $ $p /` /`i`i`i` /`i`i`i` i`i`i` i`i`i i`A A A i`i` /`i`i`i` /`i`i`i`i Q WALL 00 00 / ♦� ♦ / ♦�♦ /♦/♦� ♦� ♦�♦ /♦� ♦�♦/ ♦ /♦� ♦ /♦/♦�♦/♦/♦�♦ /♦ / ♦�♦ / ♦ / ♦ / ♦� ♦� ♦� 4 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� I �- ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ ♦♦♦♦♦♦♦♦♦N: 18" SD /// / /// /iii ////////// / w 1 $ /�i�i�i�i ♦i�i�i�i�iNIN N ♦iii i�i�i� / ♦i�i�i�i�i�i�i ♦i�i�i�i d- ao SD SDMH #L-21 ♦ /� /� /� /♦�� /� /� /♦ /�A A A A♦ /�/ /♦ /� /��� /��� /��� /� /� /����� /� /� w l DIVERSION STRUCTURE /`�`�`�`�`�`�`�`�`�`� o /`i`i`i`i`i`i`i`i`i`i`i`i� /`i SEE DETAIL 3 � •� .�. �-�•- ♦ ♦-� •�. ♦-�. �•-� -♦ UV CO. 2- -332P, -- -- I -- --- -.�J GALVANIZED DIAMOND -`-` -- -- --! PLATE COVER 3/4» DIA LIFT INSERT 4 PLACES IN TOP SECTION SDMH #L-2 DIVERSION #L-21 SD� H DIVERSION . STRUCTU R E - PLAN STRUCTURE -- -PLAN ALTERNATE OUTLET LOCATION PLAN 2 EXTEND BAFFLE WALLS NOT TO SCALE N OT TO SCALE S D 0 7) t2" UNDER LID --- PRECAST RISERS OR PRECAST WALL EXTENSION TO ACCOMMODATE TOP ELEV SHOWN. u� TOP ELEVATION 8" PVC SCH 40 8" SCH 40 PVC, II " SOLVENT WELD, 8 PVC 24 "x 6" FRAME AND COVER TYP o • (AWWA C900) MARKED 'DRAIN' o o � INLET IE — - -- OUTLET IE GATE VALVE, x 1 • CONSTRUCTION SHALL CONFORM TO CITY OF n - - MJxMJ RENTON STD PLAN B027. w I N — •--- -- -ADAPTER F0 ;• •. r= •_. _••_ " 2. CONCRETE BAFFLE •�. C0 UCTED DETAILS E WALL SHALL BE CAST,, 4 MIN TO ' • �' 12" MAX INTEGRALLY WITH THE BASE AND REINFORCED - a • w IhII RED • TO SAME .STANDARD AS THE BARREL WALL. �- ' • � �0 �:e : '. - • • . •• INLET PIPE LJ Q V I t ..1 a i - .• Q > • , WITH SAMPLING TEE:- C7 2`I° BY CONTRACTOR ° " •� STRUCTURE NS IONS N INCHES) RIM EL PIPE IE • NO. A B D (ALL PIPES) _ •. � � -• �,.. - OUTLET PIPE • M WITH SAMPLING TEE . �• SDMH L--2 72 6 MIN 18 30.85 2 U., �, 12" SDMH L--21 72 6 MIN 18 28.30 22.75 - :� - • u . �° - :. u - p - •�: - BY 19503 0. DIP co W i�E4L SEDIMENT WEIR • • 4 OIL RETAINING PIRES r CC COALESCING MEDIA BAFFLE • SECTION AA C 4 NNN owl d .L® I t .,` •�' A• •• a 4• ,.• •� .�: -� •' �: .i•.X. �. •r • ,• i• 6 61" BAFFLE WALL 8" 0 UT SEE NOTE 2 OIL /WATER SEPARATOR DATA TOP INLET OUTLET LOCATION ELEV SIZE & IE SIZE & IE LOGAN, STA 146 +83 30.98 8 "- -25.38 8 "- -25.38 LOGAN, STA 64+12.80 28.28 8 "- -22.63 8 "- -22.63 -t tZ L � - j4) " DIVERSION STRUCTURE-- SECTION OIL/WATER N Cil -- NOT TO SCALE NOT TO SCALE -- �' A 35524 s01 S T V- s7�VAL EXPIRES 06 106/07 CSR vim.: Nara IM 3350 Monte Villa Parl�wa y BHC Consultants, DAM _ LLC AS SHOWN A: W ,M /Ml CITY OF CITY OF RENTON 4/1 7/06 Bothell, Washington 98021 8972 720 Third Avenue, Suite 1200 ACA SOUTH LAKE WASHINGTON Seattle, Washington 98104 -1820 ,�,,,; . � � � T � N per: (425)951 DATUM —4800 Tel: (206) 505 -3400 cW „ , ROADWAY IMPROVEMENTS DRAWM W. (425)951 -4808 Fax CONSULTANTS Fax: (206) 505 -3406 CHUOKM � u FULL SME Planning /Building /Public Works Dept. IF � OW � DIVERSION STRUCTURE AND SD27 whpacific.com FormerlyaDivisionotBenyman &Nenigar NO. REVISION BY DATE APPR � Y QIL� WATER SEPARATOR OF: LcA RATOR DETAILS 80 204 tai I CL � TOP OF CURB co TOP OF CURB " CD d" GUTTER FLOWLINE GUTTER FLOWLINE Q Lu NEW PIPE EXISTING PIPE 45' BEND ° to ---- ---...� SLOPE SLOPE r I TO DRAIN TO DRAIN a POLYMER TRENCH q.'—off � � 9 DRAIN WITH 6 DI 4 0 . �r I TRAFFIC- -RATED CL 52 6" DI F POLYMER TRENCH -�-- --- -- --�-- -� ( DRAIN WITH GRATE ., fi' $ (CL 52) `, IE 27.82' IE 28.40 w TRAFFIC- -RATED GRATE RUBBER SLEEVE COUPLING t W/ SST BAND CLAMPS 3 (FERNCO OR EQUAL C13 #L-13 PROFILE C13 L 14 PROFILE TEMPORARY � PIPE COUPLING D ETAI L NOT TO SCALE S D 0 5) ` ��' NOT T \SDO 5•0 SCALE NOT TO SCALE S D 0 8) .FINISH GRADE 7�I 7=1 I ---- -- I E 7=1 fl=-M- SELECT BACKFILL I I I I IN UPPER 4' COMPACTED I�il fll� TO 95% MAX DENSITYI� POTHOLE AT BOTH ` R/W LINES & NOTIFY 1� ENGINEER OF RESULTS . I ,BEFORE PROCEEDING - .. -.. CONSTRUCTED OR S =1 I I .. .... .. - - . ... . - . ..:. - ._ .. ..... • .- 1 I f FEATURES NOT IN TRENCH WALL LED IN RIGS ®' - .. .. ... WERE INSTAL CLOSE CONFORMANCE 1MTH EX 6 DIA CMP PLAN, .. LOCATION, AND ELI` SEE NOTE 1 - . - EX CON.C.. - FLOOR - exhlRES �r) �' � „ $ �. SELECT BACKFILL COMPACTED TO 90 _. :.• - • _. Y . - :. _- . MAX DENSITY SEE NOTE 2 . a •• °n , v r 1--3/4 CONDUIT d A O A •' O .NOTES.. 1. CUT AND REMOVE CMP ABOVE SPRINGLIKE ON BOTH SIDES FULL LENGTH WITHIN RIGHT—OF—WAY. 2. REMOVE EXISTING RACK BY EITHER UNBOLTING FLOOR PLATES OR CUTTING VERTICALS WITHIN 2" ABOVE FLOOR. REMOVE 3/4" CONDUIT AFTER FIRST HAVING BOEING DE- -ENERGIZE THE 120V CIRCUIT (DON BRANESKY, 425 - -237 -- 1520 ). gACKFILLING OF EXISTING TUNNEL NOT TO SCALE S D 0 4j «- w LOGAN AVENUE N3 5 STA 49 +60± ST mss �ti ass IQNAL -it t► ♦� )�'�i'► EXPIRES 06!06/07 EXPIRES 04/26/07 SuRvrfm. mm DAM 3350 Monte Villa Parkway SHC Consultants, LLC CSR AS SHOWN 104ZOWA ' •" WD IM "0 'N3/10' OF 4/17/06 CITY CITY OF RENTON Bothell, Washington 98021 -8972 720 Third Avenue, Suite 1200 L► SOUTH LAKE WASHINGTON Seattle, Washington 98104 -1820 owe ' U' RENTON PA Tet: 206 505 -3400 cAU ROADWAY IMPROVEMENTS (425)951 -4800 (�(��+,,� S U �,,,�-ANTS Fax: { 206 505 -3406 AT �. RIM DATUM . (425)951 4808 Fax t �Gq Planning /Building /Public Works Dept. MISCELLANEOUS DETAILS SD28 wh p a cific. com Formerly a Division of Berryman & Henigar N.O. REVISION BY DATE AP P R s�u,e "C00Y stir: of LCA 81 204