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HomeMy WebLinkAboutSWP2702306.13w 7 Q z U w D O ry a 3 K rn I x i 3 0 / 0 0 0 M b [V O 0 7 M Z J L, O co i N i 7227502075 2708 NE 5th PL N.Ee 5Th PL, 13 7227502065 0' 20' 14 2716 NE 5th PL 7227502070 I///271/2/ N/E//5th PL agFNTRY � a o O IZ//L1 // / /��� 10ZC� MON. IN CASE ��QQ}/ PUNCH IN 3/8"COPPER �} / 7 y �Q � PLUG IN CONC., DN 0.5 �� Q�j SENTRY ��c�� wM / /8 1VM� ° . a , •o wM °icd Pa a. \ CB-3 B3 3 2°13 5 0SURFA CE MON. SS TV'd 7 APPX LOC. O V CB RIM=293.6 SW 6"CONC. IE=291.9 W �T � W O' 20' .1 a 2 = Q C `� T5 6 .Id REMOVE / TYPE 2 CB / n / SDMH TE=292 52 I IN BM „A„ - --- - .� S 18"ADS IE=286.6 (lvi NAIL IN S FACE PP o W 18 ADS IE=286.5 ah� ELEV=295.05 N 12"CP IE=286.5 -� _ Old 12" one SD/Qa BOT=284.7 v To EaS Abandoned i PROJECT SIGN _ F \_ '- P 6" CB-34B ` co _ PUNCH IN 2E MUD' - �. - � - D 18-ginDISC C BRASS W P -- 43+i00 44+UU CB-.5 5 ��,r _ v0 _ �_u d Sd�.'= SAD S sd S CB-34 20 TCd P d P SdD SdD� SdD -�- 2"G(P - - CB-33A TCd P --=, CB-34A -; dD SdD j ---- . -�-- o W Z '-- -- INLET x S CB (DTE=291.71 _ HIG '� NBORHOODTCd P 2 TE=290.25 I 1® X Fc IE=288.7(6"CP N) o IE=289.8(12"PVC N) Q a ° o - ONC C PER INSPECTOR CURB, GRASS SSMH TE=290.82 I _ BOT=289.5 SDMH (conc)- - INLET I E=281.9(C.O. C.) TE= 292.55 \ eN TE=288.63 IE=286.6(8"CMP W) / \ ( i I IE=286.8(18"ADS E) 1 O O///// IE=286.7(18"ADS N) BOT=284.7 L7 10"W P 46+ 18"S - -- --f - , 47+00 -ASPH- ° D- S D SdD d "G P 7-_ TCd P SVD SVD- ;�l a. Cw, m ' ao----------- DEAD END' N "YIELD" I GUARD RAIL I I sS 7 - SSMH APPX LOC. MON. IN CASE TE=292.65 OPUNCH IN 1-1/2"BRASS DISC IE=283.2(C.O.C.� CB TE=288.68 Q W Z43 1 1 �/l%/ IN CONC. STAMPED LS 23613 Z & "1994", DN 0.6' O� Q I 285.6(8"CMP E) 85.4(12"CMP N) Z CZ >. I 3291800410 I 7236300005 2721 NE 5th PL //�%/ I z BOT=285.1 520 FERNDALE AVE NE rx I LWL Q I I = Q - I PROFILE ALONG STREET CENTERLINE SCALE: Horz. 1" = 20' Vert. 1" = 5' 1 290 1285 INSTALL CB-33B, 34B CB-33B CB-33A AFTER FLOW CB-34B CB-34A Remove STA 44+30.9, STA 44+38.5, IS TRANSFERRED STA 45+10.1, STA 45+21.6, Ex TYPE 2 CB -20.4'L 14.4'R -15.3'L 12.0'R and Ex 18"SD N TYPE 1 TYPE 1 Rim EI=290.47 TYPE 1 Rim EI=291.85 CB-34 TYPE 1 Rim EI=291.46 Rim EI=290.76 CB-33 6"W G TEL Appx __ x Appx App I XSD 6„W G TEL x Appx Appx APPx EL Unk -- - Appx x Appx Unk 2 __ O ...............43+�:�...... 290 __... ... .... .......................240�65� ... ....... .... 290__ .... 4..�8� -- -- Ex12"SD N -- Conc. 0 ° Connect w/Couplings 285 -- 285-- .. ExSD . . . . . 285-_ ..... ............ . -- ExSD 14 FT 12-in CPEP 11 FT 12-in CPEP -- @ 7.30% -- ® 9.10% -- 282 - IE=286.00 282 - IE=287.00 282 - 22 FT 8-in DI IE=285.00 19 FT 8-in DI IE=286.00 .............. .............. 0.4.40%......... @ . 6.40%............ 9 FT 12-in CPEP IE=286.00 IE=287.20 @ 1.15% IE=285.01 CB-33 IE=286.00 CB-34 IE=286.55 - ExSDMH 14 (con STA 44+33.0, 1.9 R STA 45+18.3, 1.5 R IE=286.45 STA 45+58.7, 1.3, R TYPE 2 48-in TYPE 2 48-in TYPE 2 48-in Rim EL=290.65 Rim EL=291.84 TEL Rim EL=292.56 R.................................................... 8" N IE=285.01. ........................ 8". N..IE=286.00.................. APPx EL 11 11 ..... 12" . N - IE=286.45 . - 295 12 S IE=285.00 12 S IE=286.00 n TEL SS SS x Loc App D Appx 6"SD SS pp Appx GS EL Unk Appx Appx Appx SS APPx GS GS EL Unk AS x EL Unk EL Unk Appx EL .Unk APPx . .APPx. PP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ExSS . ...... ^. .°. �[XS - . EXSS A --- ..-.- -- --. ..-. Ex.SD 18=iri Ex.SS 8-in u Ex�SS 8-in .............. ...... ........ ... ......... ................... ............................................ H 139 LF 24-in CPEP @ 1.13% 85 LF 24-in CPEP @ 1.44% 39 LF 24-in CPEP © 1.40% Q DN IE=282.92 UP IE 284.50 DN IE=284.50 UP IE=285.72 : DN IE=285.72 UP- IE=286.26 43+00...... :......... :.........:................ .44+00 ...... ......:.................45+00 .......... . CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE. EAST (206) 323-4144 SEATTLE, Washington 1-800-935-0508 98102-3513 FAX# (206) 323-7135 E-MAIL: info@brhinc.com 01 o N0. RECOMMENDED FOR APPROVAL BY DANIEL CAREY 9/4/13 BY REVISION 290 285 SURVEYED: BRH DESIGNED: DWC DRAWN: DWC CHECKED: DWC, RJS BY DATE APPR APPROVED: RJS SCALE: As Noted ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CALL 48 HOURS BEFORE YOU DIG 811 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERAL NOTES 1. OVERHEAD UTILITY LINES NOT SHOWN. 2. DO NOT BLOCK DRIVEWAYS EXCEPT WHEN INSTALLING NEW STORM SYSTEM IN FRONT OF THEM. 3. PROTECT/SAVE ANY TREES, PLANTS, LANDSCAPING, MAILBOXES, FENCES AND OTHER IMPROVEMENTS IN CONSTR AREA. RESTORE/REPLACE AFTER CONSTRUCTION. 4. SIDE SEWER LOCATIONS ARE APPROX AND MAY VARY FROM LOCATION SHOWN. 5. SIDE SEWERS IN CONFLICT WITH NEW STORM LINE SHALL BE REBUILT PER SIDE SEWER RELOCATION DETAIL. 6. PIPE LENGTHS, SLOPES ARE MEASURED FROM CENTER OF STRUCTURES. 7. ALL CB RIMS AND GRATES SHALL MATCH EXISTING GRADE UNLESS NOTED OTHERWISE. 8. TYPE 2 CB"s SHALL BE RING AND COVER UNLESS NOTED OTHERWISE. TYPE 2 CB AS SHOWN ON PROFILE: 2-FT SUMP, OR NO SUMP. TYPE 2 CB MAINLINE IE's GIVEN ON PIPE CALLOUTS. 9. TYPE 1 CB's SHALL BE FRAME AND VANED GRATE UNLESS NOTED OTHERWISE. TYPE 1 CB AS SHOWN ON PROFILE: 2-FT SUMP, OR CONCRETE INLET. ADJUST CB LOCATION & RIM EL AS NEEDED TO DRAIN, CONFIRM w/INSPECTOR. 10. KEEP ALL EX CB INLETS ACTIVE UNTIL REPLACED BY NEW TYPE 1 CB'S. 11. CONTRACTOR SHALL PROVIDE TEMP STORMWATER BYPASS/PUMPING AS NEEDED. E = PLUG EX PIPE CONSTRUCTION NOTES 01. TEMP EROSION CONTROL: INSTALL CATCH BASIN FILTER FABRIC PER STD PLAN 216.30 AT ALL EX CB'S AND AT NEW CB's WHERE EARTHWORK OCCURS. INSTALL SILT FENCING WHERE NEEDED OR DIRECTED BY CITY. 2 2. CONNECT NEW STORM SYSTEM TO EX STORM SYSTEM. 3 3. ABANDON EX SD CATCH BASIN TYPE 2 AFTER FLOW IS TRANSFERRED TO NEW STORM SYSTEM. 4 4. ABANDON EX SD CATCH BASIN TYPE 1. 5 5. REPLACE STREET MONUMENT, IF DAMAGED. 6 6. CORE DRILL EX SDMH FOR NEW STORM CONNECTION. 7 7. ABANDON BORING/MONITORING WELL, B-1 THRU B-6. 8 8. POTHOLE UTILTIY AND SURVEY LOCATION AND ELEVATION. DETERMINE CLEARANCE FROM NEW SD. T 9. PROJECT SIGN. 20 20. SEWER TEE REPLACEMENT, SEE DETAIL AND SEWER SCHEDULE. CONTRACTOR TO VERIFY LOCATION OF TEES PRIOR TO EXCAVATION. RESTORATION NOTES 1. PROTECT/SAVE ANY PLANTS, LANDSCAPING, MAILBOXES, FENCES AND OTHER IMPROVEMENTS IN CONSTR AREA. RESTORE/REPLACE AFTER CONSTRUCTION. 2Q 2. ALL DISTURBED GRASS AREA SHALL BE RESTORED WITH SOD. A33. ALL DISTURBED GRAVEL AREAS SHALL BE RESTORED WITH CRUSHED SURFACE BASE COURSE (WSDOT 9-03.9(3)). 4. TRENCH PATCH SHALL BE PER DETAIL TYPICAL PATCH FOR FLEXIBLE PAVEMENT (PER STD PLAN 110). 5. CITY MAY REQUIRE DAMAGED ASPHALT OUTSIDE OF TRENCH PATCH AREA TO BE REMOVED AND REPLACED, AS NEEDED. 6. ALL CURB, GUTTER, SIDEWALK, AND DRIVEWAY RESTORATION SHALL MATCH EXISTING TYPE AND DIMENSIONS, UNLESS NOTED OTHERWISE. SAWCUT EXTENT AS DIRECTED BY CITY. 70 7. RESTORE CONC CURB, GUTTER, SIDEWALK. ® 8. RESTORE CONC SIDEWALK (ASPHALT CURB OR NO CURB). 9Q 9. RESTORE CONC DRIVEWAY (ASPHALT CURB OR NO CURB). SHEET NOTES O 1. - NCITY 0 F HORIZONTAL NAD 1983/183/1991 q I � \ RENTON Gov rUM Planning/Building/Public Works Dept. D=230613 NE 5TH PL / EDMONDS AVE NE STORM SYSTEM REPLACEMENT PROJECT NE 5th PL STA 43+05 to STA 45+65 9-4-13 PAGE: DRAWING NO: 2013009.00 SHEET: OF: 13 x W V�7 ' { i ;D z Y, mm C i = C F `Mul 3 Cal Nz M z m 0 D D T 8 O0 0 O c D m zM c M_0 rn- "' z z m O D D a � M C C > C n�L H1 E N N 181 F1