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HomeMy WebLinkAboutD-230602I N ^1 W Q z 0 w 0 n _z oQQ W --� v N N � �'t?5 oQ r- ;o N r O_ N I N z OW = N N N II oL11 u II II~U �o \ V) wwm V I N m Q \ (n O Q U Q N O O I-N O N /Z J w zi.- w V)w tt ABERDE ..�. "� 4..W(P DN=1.6 5M © SDMH TE=213.85 IE=205.5(21 "CP S&E) IE=205.3(21"CP N) I IE=205.1(21 "CP W) BOT=202.7 O N �• o� O I� O Ln w I� z N N Q0 I� O -- N �• I O N -41_ z 0 CBB- I • ' ' C-) N POSSIBLE BURIED CB I �� Ln Ln CI Ex 4"-6" SD io ,M \' j 4 o o Connected to / I 'n W J p 2"<" o MainLn SDMH (BRICK) I z ICl/ 3 z TE=214.40 ' N 'd- U IE=209.2(6"CP E) I 1- O / Cl) \\ N O � O � �� t` O IE=207.1(21"CP N&S) oz � INLET w \�\ � Z SDMH i w I TE-213. (1 )\\�\� lO I a> \\� o TE=215.44 3 a / U i o o Z' IE=211.5 6"PVC W U I a I Y v Y o x' IE=208.5(18"CP E)/ ' 0 Q a_ Q U a IE=208.3(21"CP NW) SSMH o 0 BOT=206.1 Z j O o z TE=214.02 a- i Q c / i 1 0 -- _ IE=201.1(C.O. 0 C.) �_..D CB-1 - I CB-3B 0 B-6 u) Ex - CB-3 CB-2 �� SS to z ca ° CB' A. cw ° °' •c -Ex NA i331aaa OEE c c Q INLET -G 6 cn o -- TE=213.40 IE=211.7(6"CP E) � I r o �za Ln - a 00 cn N m d: � v Cn �� u.. Ln� w� rn � M F C Z W N+ x S CB-4 / CB-3A / B z�( U co CB CB-6A w �Do / 0 N W Z= S Cf) - -r Z Uco�o � \ \ / 0ct Q nJ � j m I° \\ a N CB- �A z \\ '7l aa'b� 2 j z \ a ' 00) J o� 0 � \\ CC W �z N N h'� N 0' 2 0' O (n I PROFILE ALONG STREET CENTERLINE SCALE- Horz. 1" = 20' Vert. 1" = 5' w Coi CB-3B 6 W C13-3 CB-3A ExSD 6"W CB-3 CB-2B 6' w CB-2 STA 15+01 ..5, APpx STA..15+_00.7,. - - . . - - 215 -- _ ...... 2.15-- ...... . STA 14+08.8, 2.1.5._ APpx........ -10.51 .6 R 12.71 CB-2A TYPE 1 TYPE 1 23 FT TYPE 1 -- STA 14+03.8, Rim E1=214.61 Rim E1=214.45 -- @ 1.7 Rim E1=213.90 -- 11.3'R -- -- 0 IE=-2 0 TYPE 1 -- -- IE=209 2.10.-- ... .... Rim. E1=..21.3..42 ....... ..... ......... 21.G-_ . 2_10-- -- 17 FT 12-in CPEP -� 7 FT 12-in CPEP 18 FT 12-in CPEP 6 FT 12-In CPEP @ 2.90% -- ExSD @ 7.10% 0 @ 1.00% IE=211.00 -- - - 20 FT 12-in CPEP @ 1.00% ExSD IE=211.00 @ 1.97% I E= 209.00................ I E= 21.0.51 IE=209:00 - 205-- 205-- . IE=210.50........ 205-- IE=207.40 IE=208.82 IE=208.94 __ -- IE=207.00 Ex SDMH CB-3 -- ExSS -- ExSS 72-IN CONIC CB-2 STA 14+96.7, 5.9'R 202 - 202 - Rim. EL=213.85 STA 14+06.7, 5.6'R TYPE 2 54-in 12"NE IE=208.1 TYPE 2 54-in R.im EL=214._6.3. _ .. _ _ CB-5 2.20 220 21 N IE=205.3 CB-.1....... .. Rim EL=213.69 12" E IE-210.50 CB-4 STA 16+18.2, 11.2'R 24"E IE=205.5 STA 13+79.9, -3.9'L 12" E IE=208.82 12" W IE=210.50 STA 15+49.4, 7.8'R TYPE 2 48-in 21'W IE=205.1 TYPE 2 60-in 12" W IE=208.94 12" E IE=207.40 exMH TYPE 2 54-in Rim EL=215.08 •� Rim EL=214.02 CB-3 Rim EL=214.80 21 S IE=205.5 ExSS xS NEW S IE=205.5 -1ws 215 wS - - - APpx 215 SS CS Appx 6"SD Appx ELPUnk SS SS Appx of 6"W ExSS - AppxI EL Link PAPpx ELUnk o APPx• EL Unk .... _ :.. - 2 2.1.0 �....................�...... 10 _ Ex.SD 18-in --- T / Ex SS 1 'n 205 ......... Ss. 205 O 8"S EX.SS 12-in - - Prot frorr Appx 31 LF 0-in CPEP @ 0.90% E SS �i x. 12 W DN IE=2 5.50 UP IE=205.78 _ 200 200 :......... :......... ........•:.....---....9D LF 30=in CPEP @ 0.9D%..... - NO% ....... C...D'9 IE=206.04 UP IE=206.85 54 LF 30 in CPEP @ 74 LF 30 in PEP @ 0.90%28 LF 30-in CPEP @ 0.90% DN fE=206.85 UP IE=7.34 DN IE=207.34 UP IE=208.01 U DN IE=205.78 UP IE=206.04 1- 13 65 14+00 15+00 16+00 _ �� Lnz NE 6Th P � SSMH N Q TE=212.38 r O z IE=200.7(12"CP N) N IE=200.6(12"PVC S) IE=200.5(18"CP E) 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 L SSMH / TE=214.82 �- I1 203.7(C.O.C.) Uo a �Q MON. IN CASE\� �\�ISC CONCH IN IN A"LSSS D11691" STAMPED O � DN 0. 4' Ln 0Q o� `° �Q0 N N N Ln N 0-) F--o I-_O N N RECOMMENDED FOR APPROVAL BY DANIEL CAREY 9/4/13 BY 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. = 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. O 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. 20 2. ALL DISTURBED GRASS AREA SHALL BE RESTORED WITH SOD. 0 3. 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. Q7 7. RESTORE CONIC CURB, GUTTER, SIDEWALK. 80 8. RESTORE CONIC SIDEWALK (ASPHALT CURB OR NO CURB). 9Q 9. RESTORE CONIC DRIVEWAY (ASPHALT CURB OR NO CURB). SHEET NOTES O1. PROVIDE TEMP CONNECTION OF EX SD TO NEW CB. PROVIDE TEMP DAM/SEAL TO PREVENT BACKFLOW INTO NEW PIPE AND CONSTRUCTION AREA. D=230602 DATE: SURVEYED: SCALE: VERTICAL NAVD 1988 9 - 4 -1 3 BRH HORIZONTAL NAD 1983/1991 �► C TY OF NE 5TH PL / EDMONDS AVE NE DESIGNED: AS Noted FlELDBOOK: DWC R E N TO N STORM SYSTEM REPLACEMENT PROJECT PAGE: DRAWN' DRAWING NO: DWC ONE INCH DATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. NE 6th PL STA 13+50 to STA 16+20 2013009.00 DWC, RJS IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY RJS SHEET: 2 OF:x IDI-1213loF6 u, C - r 0 O rdtri� O p-C ym �z 1 N tr1 O7� c rTl C�