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Home My WebLink AboutzD-2306Set0 C'7 N 1 ` N W w Q z U LLI D O ry r CITY OF RENTON NE 5TH PL / EDMONDS AVE NE STORM SYSTEM IMPROVEMENT PROJECT SWP-27-2306 and NE 5TH PL WATER MAIN REPLACEMENT PROJECT STORM DRAWINGS 1. COVER SHEET 2. NE 6TH PL STA 13+50 to 16+20 3. NE 6TH PL STA 16+20 to 19+20 4. NE 6TH PL STA 19+20 to 20+80 NE 6TH PL STUB 5. CAMAS AVE STA 20+80 to 23+80 6. CAMAS AVE STA 23+80 to 27+50 7. CAMAS AVE STA 27+50 to 31 +10 8. CAMAS AVE STA3 1 + 10 to 32+ 12 NE 6TH PL /EDMONDS AVE STUB 9. EDMONDS AVE STA 32+12 to 35+70 10. EDMONDS AVE STA 35+70 to 37+65 11. NE 5TH PL STA 37+65 to 41 +40 12. NE 5TH PL STA 41 +40 to 43+05 13. NE 5TH PL STA 43+05 to 45+65 14. PAVING PHASING 15. STORM DETAILS 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 WTR-27-3673 rA&VICINITY MAP, NSCALE: 1 "=1000't LEGEND WATER DRAWINGS ADS PLASTIC PIPE IE INVERT ELEVATION ® AREA DRAIN 'V' FIRE DEPT. CONNECTION (FDC) 1. EDMONDS AVE/NE 5TH PL STA 35+70 to 38+50 ABAN/RET ABANDONED/RETIRED 0---0 LIGHT POLE (METAL) 2. NE 5TH PL STA 38+50 to 44+00 ASPHALT (ASPH) O 0 LIGHT POLE (WOOD) ® BRICK SURFACE � LIGHT POLE (ORNAMENTAL) 3 N E 5TH P L STA 44+00 to 48+8. . BUILDING LINE LSCAPE LANDSCAPE PLANTER 4. CONNECTION DETAILS BC BUILDING CORNER co") MANHOLE 5. CONNECTION DETAILS 0 BOLLARD O/H OVERHEAD V CANOPY O/H P&T OVERHEAD POWER/TELEPHONE © (0) CATCH BASIN (CB) PL PROPERTY LINE CONCRETE SURFACE (CONC) (P) PAINTED UTILITY LOCATION CW/BW CONCRETE/BRICK WALK PPS PARKING PAY STATION CRW CONCRETE RETAINING WALL P V POST -INDICATOR VALVE ORIGINAL SURVEY, for Reference ONLY CC/XC CONCRETE/EXTRUDED CURB PS/PSS COMBINED/SANITARY SEWER CP/IP CONC./IRON PIPE PSD PIPE STORM DRAIN X x � CHAIN LINK FENCE (CLF) PRIVATE CATCH BASIN S 1. AB E R D E E N/N E 6TH CTV CABLE TV .® r.-. GRAVEL SURFACE S 2. NE 6TH PL COL COLUMN ROCKERY CS CONC. STAIRS RE ROOF ELEVATION S3. CAMAS AVE NE (11 H/C PARKING SPACE SCL/CL SEATTLE CITY LIGHT HANDHOLE S4. CAMAS AVE NE CON CONIFEROUS TREE SD SERVICE DRAIN (STORM) S 5. EDMONDS AVE NE DEC DECIDUOUS TREE SD/SSCO STORM /SEWER CLEANOUT DWY DRIVEWAY SSS SANITARY SIDE SEWER (RECORD) S6. NE 5TH PL SITE BENCH MARKS ECd ELECTRICAL CONDUIT (BURIED) I/= SIGN/STREET NAME SIGN S7. NE 5TH PL BENCH MARK "A" BENCH MARK "F" (� I Y_ CENTERLINE/MONUMENT LINE TBM TEMPORARY BENCHMARK NAIL IN S. FACE P.P. N. SIDE INTX. N.E. BONNET BOLT F.H. S. SIDE BLAIN AVE. N.E. N.E. 5th PL. & HARRINGTON AVE. N.E. W. SIDE OF CAMAS AVE. N.E. EHH ELECTRICAL HANDHOLE TCd TELEPHONE CONDUIT (BURIED) ELEV.=295.05 ELEV=256.67 EM ELECTRICAL METER TV TELEPHONE VAULT BENCH MARK "B" TOP CTR. BOLT F.H. N.W.C. INTX. N.E. BENCH MARK "G" TOP CTR. BOLT F.H. AT N. SIDE N.E. 6th PL. EMH ELECTRICAL MANHOLE TMH TELEPHONE MANHOLE 5th PL. & FERNDALE AVE. N.E. IN FRONT OF 2220 N.E. 6th PL. EV/ET ELECTRICAL VAULT/TRANSFORMER TS TELEPHONE SENTRY ELEV=291.51 ELEV=249.49 "C" "H" =� FOUND MONUMENT IN CASE TRAFFIC FLOW DIRECTION BENCH MARK BENCH MARK NAIL IN N.E. FACE P.P. IN MEDIAN AT RR SPIKE IN N. FACE P.P. S. SIDE N.E. 6th PL. jJ FIRE HYDRANT TOE TOE OF SLOPE INTX. N.E. 5th PL. & EDMONDS AVE. N.E. IN FRONT OF 2205 N.E. 6th PL. ELEV.=283.46 ELEV=222.97 FFE FINISHED FLOOR ELEVATION TOP TOP OF BANK BENCH MARK "D" BENCH MARK "J" G GAS MAIN UPO UTILITY POLE (WOOD) NAIL IN N.E. FACE P.P. AT S.W.C. INTX. RR SPIKE IN N. W. FACE P.P. AT S.W.C. GM GAS METER WV WATER VAULT CAMAS AVE. N.E. & N.E. EDMONDS AVE. N.E. N. 7th ST. & ABERDEEN AVE. N.E. ELEV=284.03 ELEV=213.85 rD GAS VALVE W WATER MAIN BENCH MARK "E" BENCHMARK "K" GV GAS VAULT WM WATER METER NAIL IN N.E. FACE P.P. AT W. SIDE CAMAS AVE. TOP CTR. BOLT F.H. AT S.E.C. 5th PL. N.E. N.E. BETWEEN #613 & #617 CAMAS AVE. N.E. & INDEX AVE. N.E. GUY ANCHOR m WATER VALVE ELEV=268.20 ELEV=298.77 (1) WATER GATE VALVE/ CHAMBER CHECKED FOR COMPLIANCE TO CITY STANDARDS Date �3 Date`��3 Date RECOMMENDED FOR APPROVAL By DANIEL CAREY 9/4/13 By ANDREW WEYGANDT 9/4/13 SURVEYED: SCALE: BRH DESIGNED: As Noted DWC, AW DRAWN: DWC, Aw ONE INCH CHECKED: AT FULL SCALE DWC, RJS, AW, AG IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY RJS, AG D=230601 VERVCAL- AD 1 9M CITY OF 9-4-13 NE 5TH PL / EDMONDS AVE NE OOK: HORIZONTAL: NAD 1983/1991 :R FIELD STORM SYSTEM REPLACEMENT PROJECT PAGE: OK: RENT 0 N PAGE: DATUM DRAWING NO: Planning/Building/Public Works Dept. COVER 2013009.00 SHEET: OF: 1 x IDI-12131016FT { M � • 7 L R D D T �C� z E m �O m cn N z m m a D Cn D T 0 0 mm 0 Do C m D CT C 3 �r m L� UU N z z m Cn 0 D D T o p �X m T Ul I 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� w Q z 0 Ld 0 ry n 3 v 0 V) N I In x / 3 0 0 0 0 M O cV 0 w M Z J lL 0 CM N N CL W / MON. IN CASE PUi CH IN 2"BRASS DISC IN CONC. STAMPED "LS 11691 SSMH� I DN 0.4' TE=215.50 %71111T��I IE=208.6(C.O.C.) 10 72275O 320 21 2� NE PROFILE ALONG STREET CENTERLINE SCALE: SCALE: Horz. 1" = 20' Vert. 1" = 5' ........... CB-&B........ .... CB-6A ..................................... CB-8B............. ............. .CB-8A..... ...... STA 16+55.2, STA 16+59.0,STA 19+07.2, STA 19+02.7, -13.2'L 12.4'R -12.01 12.6'R TYPE 1 TYPE 1 _ TYPE 1 Rim E1=215.56 CB-6 ExS TYPE 1 Cg_g _ 6„W Rim E1=215.44 � Rim E1=231.55 _ Rim E1=230.99 F"W 6 v° CB-.% . . . . . . . . ................12.15__....... 220�- . ... 230--... Ex 4"-6"SD 11 FT 12-in CPEP _ CB-8 Conc. Connect @ 2.30% n __ STA 19+02.7, -1.5'L w/Couplings - -- IE=226.20 TYPE 2 48-in -- IE=225.94 -- Rim EL=231.21 SS ........ .... 210-- .... ... .....215 -.. ............. ..... ........... ...........2.2.5__ 12 N IE=225.94 Appx . . -- ExSD 0 EL Un 23 FT 12-in CPEP ExSs 12" S IE=225.94 Appx @ 1.70% IE=-210.2 -- -- 222 - J IE=209.8 205- @ 1F00% -in CPEP px 15 FT 12-in CPEP _ _ 210 24_ FT _ 12-in CPEP FT Ap. 14 F CPEP ..............LxsS @. 4. IE=210.60 @ 6.80% @ 0.50% IE=226.50 SS ° IE210.47 IE=211.00 IE=212.30 IE=225.94 ELpx 0 IE=210.00 IE=212.18 6"SD Appx .� 2-in CPEP CB-6 STA 16+53.0, -0.8'L 0 TYPE 2 54=in. . . . . . . . . 0 Rim EL=215.82 12" N IE=210.47 12" S IE=210.0 12" N IE-210.2 exSD 220 .2'R Ss Appx ExSS EL Unk 215 .............. 210 205 235 11 230 CB-7 STA 17+59.2, -0.41 ws .... % ...x 225 ..................................... TYPE 2 48-in SS Appx / Rim EL=218.97 Appx o 12" N IE=212.18 EL Unk / ExSD ssI....... SS WS Appxnk Appx App EL Unk WS :?PAT . . . . . . ° WS/ ice .................... A-ppx. / E X. in 19+00 W z .. .... ................................ _.. I- - - 143 LF 24-in CPEP @ 9.10% Ex.SD 18-in DN IE=212.04 UP IE=225.10 .�.................. 106 LF 24.-in CPEP @ 2.50% K.SS DN IE=209,38 UP IE=212.03 . . Crossing . . . . . Appx Loc. Protect 12"S 38 LF 24-in CPEP @ 2.30% from Damage DN IE=208.50 UP IE=209.38 16+00 Z 17+00 18+00... .......1.9+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 RECOMMENDED FOR APPROVAL BY DANIEL CAREY BY 9/4/13 REVISION i SURVEYED: BRH DESIGNED: DWC DRAWN: DWC CHECKED: DWC, RJS APPROVED: RJS 220 215 210 205 SCALE: VERTICAL: NAVD 1988 As Noted HORIZONTAL: NAD 1983/1991 ONE INCH DATU M 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. = 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. O9 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. 03. 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. 0 7. RESTORE CONIC CURB, GUTTER, SIDEWALK. A88. RESTORE CONIC SIDEWALK (ASPHALT CURB OR NO CURB). ,& 9. RESTORE CONIC DRIVEWAY (ASPHALT CURB OR NO CURB). SHEET NOTES O1. EXISTING CONNECTION MAY BE A DUAL SIDE SEWER. IF SO, SEPARATE BY INSTALLING INDIVIDUAL SEWER TEES AT THE MAIN FOR EACH SIDE SEWER. D=230603 DATE: %- CITY OF NE 5TH PL / EDMONDS AVE NE nELDs.- 9K4-13 R E N TO N STORM SYSTEM REPLACEMENT PROJECT PAGE: DRAWING NO: Planning/Building/Public Works Dept. NE 6th PL STA 16+20 to STA 19+20 2013009.00 SHEET: OF: 3 x I D I - 121310161 a>� H C � Emm O D � ��_ co Nz 7 z z S D Cn C) O Cn N 0 0 ym 1 z zy W to 0 O ty Cn D � Tp �C Cn D O N N i W Lw Q z F-- 0 w 0 r 16+00 9E� 24 -T NE. NTH PL. th 2 1 722EE 6 gOP� �� 1_ z 2212 w 7 22 NE 6 gSP 1480 22� 5014� 5 _I z 2216 Z 722750 h PL z J 22 z _ 20 252 E _ �' �E 247 2(a„ Cp SE)F o _� Q Z �� P�'G'o IE= 4 18' CP ice/ / //�//�] _ f 461470 C) In Z C G�Q��o \�GP �P�Q IE=246441�8„ 6th PL Q x / Q ��Qa io LL//�//��0 �Q Jx So a - ) j �•� Q ao F �O 'EX 1 ACTT SD O 2 O 19 E N 2 s w E SD 1.- i \ 6"W(P 7 LOC ARP 8-5 W / 3 � - B-8 00 _ DN= .85' _ \ CB-9 0) 252 s O pN=2 6 cw CB� 8A .s� s GA 2 -- -- C -4 6'WP) 1+00 U W _ M 20 ° Gy Q GAS pSPH �� 51 Z �P / N=2.4 �� B-40 rx a0J� �� '• �° M H a a At -b w 20 1�a V ° 20 d1 d o ppND .c.> �` �� X 7/ 14 S /� �//�/ TE=248 g7 C \ INSET 8a -� 7227501340 1E=23a.6(c.o.c.)�� \ :. 1E=25a „cP vo 2 213 N E 6th P L � " ,' �' � SPH~ O ® �E 257 6( 7227501345P� �o 2217 NE 6th 7501350 / 6 - A��E 51 O20' 22226th P� c�6 �oNC IE=249.4 \ �NLE252.07 IE=250.5(6„ CP PROFILE ALONG STREET CENTERLINE SCALE: Horz. 1" = 20' Vert. 1" = 5' NE 6TH STUB .......................................................... CB-9 STA 20+79.1, -2.2'L TYPE 2 54-in CB-40B CB-40A Ri.m . EL=250.94........... STA 0+86.2. .......................STA. 0+85,7>................... 12" E IE=244.96-11.9'L 12.2'R TYPE 1 TYPE 1 ExsD Rim E1=260.45 Rim E1=260.15 -- 6"W 2"G Appx Appx 250 ........ ........................ExsS ... 250 260 -- - . CB-40 SS 10 FT 8-in CPEP - STA 0+85.9, -1.7'L Appx EL Unk © 2.00% -- TYPE 2 48-in w' IE=257.40 -_ Rim EL=260.58 A IE=257.20 245................................ ....... .�.. ./ ................. 255--. 14 FT 8-in CPEP.. 8, N IE=257.20 265 / ---. O 0 3.00� J2.7, / / - 12 W IE=254.45 IE=257.60 " Gs / 253 - IE=257.18 SS APPx 30.99 Appx SS GS EL Unk / / APPx . APPX 2 240 ..........Ws.... :../ .... . �... .............. EL Unk 60 Appx E CB-8 O STA 19+02.7, -1.5 L TYPE 2 48-in CB-9 Appx Rim EL=231 .21 ss ► STA. 20+79..1., . -2..2. L . 2�j5j 235 12" N IE=225.94 EPPUn / , -4 TYPE 2 54-in APPx 12" S IE=225.94 Appx / /�� / x.Ss In 3: Rim EL=250.94 EL ws ExsS Appx ��. ........I..... .250. 250 230 ....... :.... / / 178 LF 24-in CPEP @ 11.00% DN IE=225.10 UP IE=244.70 82 LF 12-in CPEP @ 11.60% 45 225 / ..... .. :. :.. Ei DIN. IE=244.96.. UP IE=254 45 :......... 2 Ex 18"SD I I I O 220 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 NO. ++00 - - ]0 STA 0+00 AT MONUMENT IN CASE. EQUALS NE 6TH ST STA 20+78.99 RECOMMENDED FOR APPROVAL BY DANIEL CAREY 9/4/13 BY REVISION 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 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 l 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. 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. A22. 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. 0 7. RESTORE CONIC CURB, GUTTER, SIDEWALK. 8Q 8. RESTORE CONC SIDEWALK (ASPHALT CURB OR NO CURB). 90 9. RESTORE CONIC DRIVEWAY (ASPHALT CURB OR NO CURB). SHEET NOTES O1. CONSTRUCT NE 6th STUB AFTER FLOW IN EX SD IS TRANFERED TO NEW SD MAIN. CITY OF RENTON Planning/Building/Public Works Dept. D=230604 NE 5TH PL / EDMONDS AVE NE STORM SYSTEM REPLACEMENT PROJECT NE 6th PL STA 19+20 to STA 20+80 NE 6th STUB STA 0+00 to STA 1 +00 DATE: 9-4-13 FIELDBOOK: PAGE: DRAWING NO: 2013009.00 SHEET: OF: 4 X IDI-12131016 cn D z m D r m, z w Q z 0 LLI 0 n 16+00 3 x X 3 0 0 0 0 M 0 N 0 0 LJ Q Z Ll 0 N N U) PROFILE ALONG STREET CENTERLINE SCALE: Horz. 1" = 20' Vert. 1" = 5' CB-1013CB-10A CB-11A 2.5.5--------- ...... CB.-10 ...... CB-1 1 B .. STA 23+77:4 STA 21 +57.9, - 6"vv 2„G STA 21 +55.4, STA 23+81 .9, CB-11 12.5'R -12.11 A12.2 R �ph Appx -12.0 L 6"w TYPE 1 TYPE 1 '� TYPE 1 TYPE 1 2"G Rim El=-252.1 -- Rim E1=252.28 Rim EI=256.33 -- Appx Appx Rim E1=256.19 2.50._- . ... 255-- 15 FT. 12-in. CPEP.............. -- 20 FT 12-in CPEP -- @ 7.80% IE=250.40 10 FT 12-in CPEP -- 14 FT 12-in CPEP IE=-251.3 ilk- @ 1.00% @ 1.00% IE=250.40 ................ IE=247.60 .....2.4.5._ IE=247..6.4....... ............. ....... ............ ....... .250--/ -- ...... CB-1 1... . IE=247.50 IE-247 50 0 2601 --- ... .. 255 235 CIVIL ENGINEERS & LAND SURVEYORS 2M MINOR AVE. EAST (206) 323-4144 SEATTLE, Washington 1-800-935-0508 98102-3513 FAX# (206) 323-7135 E-MAIL: info@brhinc.com - Ex 4"-6"SD ExSD STA 23+77.8, -2.9 L TYPE 2 54-in CB-10 STA 21 +55.5, -2.2'L Conc. Connect -- Rim EL=256.50 TYPE 2 48-in w/Couplings -- 12" E IE=251.40 Rim EL=252.63 246- 10 FT 12-in CPEP 12" W IE=250.40 12 E =247.50 ....................... IE IE=251.60 2.00� ................ .12" E IE=250.40 exSO- - 12" W IE=247.50 IE=251.40 SS SS Appx GS SS g"W Appx Appx GS Appx EL UI SS Appx WS Appx EL Unk me Appx I Appx EL Unk Rol RECOMMENDED FOR APPROVAL BY DANIEL CAREY BY 9/4/13 REVISION IIIIIIIIIIIIM - aw SURVEYED: BRH DESIGNED: DWC DRAWN: DWC CHECKED: DWC, RJS APPROVED: RJS SCALE: 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 O 1. 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. O9 9. PROJECT SIGN. 20 20. SEWER TEE REPLACEMENT, SEE DETAIL AND SEWER SCHEDULE. CONTRACTOR TO VERIFY LOCATION OF TEES PRIOR TO EXCAVATION. RESTORATION NOTES 260 1. PROTECT/SAVE ANY PLANTS, LANDSCAPING, MAILBOXES, FENCES AND OTHER IMPROVEMENTS IN CONSTR AREA. RESTORE/REPLACE AFTER CONSTRUCTION. Q2 2. ALL DISTURBED GRASS AREA SHALL BE RESTORED WITH SOD. 255 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). 250 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. 245 07 7. RESTORE CONIC CURB, GUTTER, SIDEWALK. Q8 8. RESTORE CONIC SIDEWALK (ASPHALT CURB OR NO CURB). Q9 9. RESTORE CONIC DRIVEWAY (ASPHALT CURB OR NO CURB). SHEET NOTES D=230605 '"ER"CAl-* NAVD 1988 NE 5TH PL / EDMONDS AVE NE As Noted HORIZONTAL: NAD 1983/1991 � CITY 0F 9-4-13 R E N TO N STORM SYSTEM REPLACEMENT PROJECT PAGE: ONE INCH DATUM DRAWING NO: AT FULL SCALE Planning/Building/Public Woks Dept. CAMAS AVE NE STA 20+80 t0 STA 23+80 2013009.00 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: OF: 5 x IDI-1213ID161 Q D Z CT) U _?M z Mo c d Xrr z m I NZ r, M cn go 0 �Cf) ? D a Z Cil m n D m T LT, ru Z z m O A D cn D TI o mp E00 D �Dc s� (0 N N PROFILE ALONG STREET CENTERLINE SCALE: Horz. 1" = 20' Vert. 1" = 5' CB-13 CB- 15B CB-13B 6. w 2"� CB- 13A STA 27+41 .5, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .__ . . . . 6"-W CB-12 STA 25+59.1 APPX gppx 260 260 STA .25.+53.6, .......... 6"w .. CB-�5....-.1.1.9'L 265-- 6.W APPX -11.6 L - - 12.0'R EXS� APPX TYPE 1 APPX - TYPE 1 __ -- - TYPE 1 Rim E1=263.02 -- Rim E1=259.66 -- Rim E1=259.64 0 ...............25.5---.... .. .............. ........ ..255._ ........... .............260--........ 0 ...........260-- 0 13 FT 12-in CPEP 12 FT 12-in CPEP •sue 1 12 @ 9.00% -- 14 FT 12-in CPEP-- g 0 0 -- @ 0.0% -- IE=254.87 -- @ 0.90% -- IE=.253.80 -- IE=253.80 18 FT 12-in CPEP IE=258.50 r'D�D ___ 17 P-T 19-in I^pr-p = n r..ce @ 4.50% ___ IE=258.38 ___ 260 CIVIL ENGINEERS & LAND SURVEYORS 2M MINOR AVE. EAST (206) 323-4144 SEATTLE, Washington 1-800-935-0508 98102-3513 FAX# (206) 323-7135 E-MAIL: info@brhinc.com NO. RECOMMENDED FOR APPROVAL BY DANIEL CAREY 9/4/13 BY REVISION CB-15A STA 27+35.9, CB-15 12. 1'R TYPE.1. Appx Rim E1=262.98 ................. 12 FT 12-in CPEP 6.50% IE=258.18 IE=257.40 CB-15 12" N IE=257.40 exSl STA 27+35.3, 0.1'R TYPE 2 54-in 12" NE IE=258.38 Rim EL=263.08 12" SW IE=257.40 ....... ...... SURVEYED: BRH DESIGNED: DWC DRAWN: DWC CHECKED: DWC, RJS APPROVED: RJS SCALE: HORIZONTAL- As Noted AL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 265 are, 255 250 CITY OF RENTON 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 (D 1. TEMP EROSION CONTROL: INSTALL CATCH BASIN FILTER FABRIC PER STD PLAN 216.30 AT ALL EX CB'S AND AT NEW CID'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. Q2 2. ALL DISTURBED GRASS AREA SHALL BE RESTORED WITH SOD. 03. 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. A7 7. RESTORE CONIC CURB, GUTTER, SIDEWALK. 08 8. RESTORE CONIC SIDEWALK (ASPHALT CURB OR NO CURB). A9 9. RESTORE CONC DRIVEWAY (ASPHALT CURB OR NO CURB). SHEET NOTES O 1. Planning/Building/Public Works Dept. D=230606 NE 5TH PL / EDMONDS AVE NE STORM SYSTEM REPLACEMENT PROJECT CAMAS AVE NE STA 23+80 to STA 27+50 9-4-13 PAGE DRAWING NO: 2013009.00 SHEET: OF: 6 x i F c� Nz m m 30 D T L7 0 mo C o� Ln W D �z Z: D � Q7 R] ru Z z m cn ° D O tro 'b CD �C,O y� 1 CD r� � O O 17 D T C im O � o CD mn G U7 �00 w 75 Q z U Ld 0 a_ 16+00 cfl N N 0 PROFILE ALONG STREET CENTERLINE SCALE: Horz. 1" = 20' Vert. 1" = 5' 0' 20' 6 W 2"G . CB-17B 270-- APpX........ Appx.................................. STA 29+76.3, -12.9' L -- TYPE 1 -- Rim E1=268.59 ................ .... ........ 265--... 12 FT 12-in CPEP -- 5.00% IE=264.00 IE=263.41 ........................ .......... ....... ....260- CB-17 STA 29+76.3, -1.0'L TYPE _2 _48.-in _ _ .. . ............................................................. Rim EL=268.85 PEP CB-16 12" N IE=263.41 STA 28+56.1, 0.1'R 12" S IE=S63.41 TYPE 2 48-in Rim EL=265.23 . . SS . . . . . . . . . . . . . I Appx . .^ . . . . .GS 1. . EL Unk Appx - CB- 17A STA 29+76.4, 12.1'R TYPE 1 ..... Rim. El.=26.8..53 ...... . 13 FT 12-in CPEP CB-18 ® 3.00% STA 31 +01 .2, 1 .8'R IE=263.80 TYPE 2 48-in IE=263.41 Rim EL=276.04 .................. ................... SS Appx WS EL Unk AP P x__l SS Appx GS EL Unk Appx 275 270 265 - -..... ................Appx. �� Unk I ^NN. . . . . . . . . . . . . . .I . I.d. - -. = _ -- ............:.............. .... 265 260 _ _ - - -. -= . = . :. �- - . .... ....... ........ . - - - 260 x 125 LF 24- in CPEP @ 3.00% x.SS 8=ifl f_ DN IE=263.06 UP IE=266.81 < 255 ..�- .. _ ---.. -- ............................ 120 LF 24-in CPEP ®2.90� _ . �- DN IE=259.59 UP IE=263.06 121 LF 24-in CPEP @ 2.00% DN IE=257.17 UP IE=259.59 250 w ...... .. . ... .. ............. ........... ............... ........ . ........ ... .... ...... ........ Z 28+00 29+00 30+00 31+00 I CIVIL ENGINEERS & LAND SURVEYORS 2209 MINOR AVE. EAST (206) 323-4144 SEATTLE, Washington 1-800-935-0508 98102-3513 FAX# (206) 323-7135 E-MAIL: info@brhinc.com NO. RECOMMENDED FOR APPROVAL BY DANIEL CAREY f 9/4/13 REVISION 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 O 1. 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 FX 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. O9 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. 70 7. RESTORE CONC CURB, GUTTER, SIDEWALK. 80 8. RESTORE CONIC SIDEWALK (ASPHALT CURB OR NO CURB). �9 9. RESTORE CONIC DRIVEWAY (ASPHALT CURB OR NO CURB). SHEET NOTES D=230607 SURVEYED: SCALE: DATE: BRH As Noted HORIZONTAL: NAD 1983/1991 ,� NE 5TH PL / EDMONDS AVE NE 9-4-13 DWC DESIGNED: �O�- CITY O STORM SYSTEM REPLACEMENT PROJECT FlELDBOOK: DRAWN: � R E N T O N PAGE: DWC ONE INCH DATUM � DRAWING NO: CHECKEDDWC, RJS AT FULL SCALE Planning/Building/Public Works Dept. CAMAS AVE NE STA 27+50 t0 STA 31+10 2013009.00 IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: JS 7 x IDI-12131oldT C ,m= t ^ r Ln W R3 Z m D I D T n 0 mo cn 00 D r- cn � D � z �Z� m Ln . Ln ru ^u z z m D 0 7� z� mcn l� CD 0 oacn a CDz N zy W 0 O r C� O -= D z CALL 48 HOURS BEFORE YOU DIG 811 D 0) TT co N z z m E D w Q Z 0 w 0 ry a_ 16+00 N CL PROFILE ALONG STREET CENTERLINE CAMAS AVE NE ............ ........... .. CB=19--- .............. STA 32+16.2, -2.21 TYPE 2 48-in Rim EL=283.34 12" E IE=277.49 W: 16"W .......... ......... ................ ...... APpx TEL GAS .. CB-18 Appx ExSD Appx SS EL Unk STA 31 +01.2, 1 .8'R TYPE 2 48-in ELPUnk i .... ..... ... ... o .I�I .. 280 v WS Appx I I 18"SD 275 x.... ... .. .... ....:......... .... ....:.........:.........: Appx 270 :..... .. .......... - - �.- .:.- ......... _ .. W - _ ZZ 265 ................. ....... ...: ... --... �- E�- in---- --- 32+00 < 114 LF 24-in CPEP © 2.95% 31 +00 Z DN IE=266.85 UP IE=270.21 260 ... ... J............:.........: 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 275 270 265 260 I 17 i 7227502285 2502 NE 6th PL 0 2 0 INLET �>^ TE=284.84 O 8 IE=283.2(6"CP W) i WM Q 4 6 "w P O -- ? Possible MON. IN CASE Replace if Found IN) O _1 g MON. IN CASE / PUNCH IN 2"BRASS DISC IN CONC., DN 0.4' WM LF, N 3 rti pie t 7227502095 2505 NE 6th PL SCALE: Horz. 1" = 20' Vert. 1" = 5' NE 6TH PL / EDMONDS STUB 6"W GS Appx Appx -- tr) B-46 - - .............. .......... 285--... CB-46B CB-46A STA 0+42.7, STA 0+42.5, -12.2' L 12.4' R TYPE 1 -- O TYPE 1 Rim E1=284.86 -- Rim E1=284.82 .280-- -- 11 FT 12-in CPEP 0 ® 3.00% -- 13 FT 12-in CPEP- IE=280.34 277 - ® 3.70% IE=280.00 IE=280.50 IE=280.01 ......................... .............................. TELE TELE 8-3.5" PVC 16-4" PVC Conc Bank? Conc Bank? Appx Appx 6"W CB-19 6"SDAPPx . .10: w . . . . . . . . APPX ... Appx CB-46 STA 32+12.8,-42.6'L TYPE 2 48-in Rim EL=285.27 0 41 LF 12 in CPEP ® 2.00% DN IE=277.49 UP IE=278.30 I� RECOMMENDED FOR APPROVAL BY DANIEL CAREY 9/4/13 BY REVISION 285 SURVEYED: BRH DESIGNED: DWC DRAWN: DWC CHECKED:-... RJS BY DATE A P P R APPROVED: RJS 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. O9 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. 02 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. 7Q 7. RESTORE CONC CURB, GUTTER, SIDEWALK. 8� 8. RESTORE CONC SIDEWALK (ASPHALT CURB OR NO CURB). �9 9. RESTORE CONC DRIVEWAY (ASPHALT CURB OR NO CURB). SHEET NOTES O1. PROVIDE TEMP WATER TIGHT CONNECTION OR BYPASS PUMPING BEFORE CUTTING AND CAPPING EX 18"SD. O2 2. INSTALL CB-46, 46A, 46B AFTER NEW 24"SD IS ACTIVE. D=230608 SCALE: DATE: "AL: NAVD 19� NE 5TH PL / EDMONDS AVE NE 9-4-13 AS Noted HORIZONTAL: NAD 1983/1991 t ,_C TY 0E R E N TO N STORM SYSTEM REPLACEMENT PROJECT PAGE: ONE INCH DATU M DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. CAMAS AVE NE STA 31+10 t0 STA 32+12 2013009.00 IF NOT ONE INCH SCALE ACCORDINGLY NE 6th / EDMONDS STUB SHEET: OF: 8 x D I - 12131016 Cn n "fi 0 T o° C I � � co -0 D I �m r- D i Ln - Ln N z Z m n I D ll 0�o D _cn m o D $ � m ^UI 0 N N CL Ld Q Z 1-- C) W 3 0 ry a_ 3 of w Ln O LLJ �P �l ds b .. \ r- Z 1 �NZ \ U Z N� �O �9 c \ JIIN Cv N \ � �° v 1 o 21 7227502180 z Z `�' I` o N n 7227502185 Z w Ln \ 0 (o c�i N 7227502195 7227502190 2502 NE 5th PL , \ °N° I °�° o \ \\�\ 572 EDMONDS AVE NE 568 EDMONDS AVE NE U w 11 I� 578 EDMONDS AVE NE \ \\� \ Z lill J N Q STA 32+43.7 24.2'LT 2 \\\\\ `-o I = Z w m o 1 - F.H. ASSEMBLY 3 SDMH RIM buried �280.3 ° ^ W \\\\ = N Cr-, ° \\\ W 0_ \ N_ o_ o \\\ N" . I Q N o S 18"CONC. IE 271.1 w° W x_ \Y � IIO p- 1�■ NDS A a3 �• d3 r a \ 3 �w II O� W PLUG AND BLOCK EXISTING . ' _ z VE. NE. N , 8"GONG. IE=271.1 F r- Z 3 �\ x O �, I- w m Z z - O co �� No CROSS. " - 0 30LF 6"DI WITH MEGA -LUG _D N > � a 1 - 10 PLUG o 0- z JOINT RESTRAINT �\\\\\\\\\\\\\\\� N \ 1 / - RUST BLOCK � � /i • 1 CONC THRUST STA 32+43.4 5.1 LT ��\; r, ,\ o ;� 1 - 16"x6" TAPPING TEE \9 PROTECT �a o J N N 1 \ 1 c Ql -� Q� 1 - 6" GV (FLXMJ) W/ 1 Ira Ex TREE 1 �a Z~ w O Ira 1 C l� cv � l - � Ex Tree �'r _ _ cn a � L MEGA -LUG :x Tree � c Bank? _ Cd P nc Bank. % • ° r � ° . ' ° o . . ;W ~ io v) \v TCd P a cr - uc one Bank7� GW: ° �3:5' PVC-QW 10"W P t (Hi oo nCb c-gonk° - -- DUC BANK? " \ li III z C 0 �B_c. e 16"W P ~ 4"G P O LO W b �s. - N N II II 9MIS z Z 3r0 ~0 I= O O w In 3 DO z W Ua- W N co '00? _ C0,04 \ II co Do 00 ~O ss W 00 M \ r`o( \ N 04 (D N o \ \ II N \ w II II - W \ W - \y � 16"W P G(P)4 VD S 4„�(P SVD SdD N O B-3 O .CW TCd(P) > x Lo a TCd P 0 a' '0 V) �i p ° MON. IN CASE Q w -t m Q REBAR W/CAP IN CONC. �� w � II C4 "LS hFT 11691 ", DIN 0.3' o Z w N \\ W ucT � \ 16-4• PVC 8-3.5" PVC Conc Bank? ' 10' Conc Bank?�" TCd P TCd P �� 0 / Z l CB - 2 DUCT BAND 1 3 S J 34 00 \ s "_9a Capped O M -- - _ -- - �`��" - -� CB-23 t t \ B-21 CB-22 tin 4"G(P � Z � ._ ..PUNCH IN SMALL 7t ON, IN CASE WJ 0 w cn O W N Z � Z W I OO Q O� w U cn N II a Z Il Z ~ \ U11 Wwa-m 0 J W \ W W W co (0 00 !Z m Q \ 0 I � N t0 EDM®N S AVE. NE. I I z \ 0 Q11 W \\\ N� I NN W 11 N W Z_ 2 z \ Lu W 11 Q - 9- - SVD SVD TCd P _ -3E � - 2ao^ �0) V) O O N O C/) 11 0' 20' II w 28 3415.D° .... CB-21 A \ CB-21 A CB-21 B STA STA 3 4+36.1, 3 STA 34+36.1, 19.5'R STA 34+35.2, TYPE 1 -14.8'L GAS TYPE 1 SS Rim EL=-278.4 TYPE 1 TELE 8-3.5" PVC 4PPX OPEN CURB FACE FRAME CB-21 Appx EL. Unk GAS Rim El=-278.48 Conc Bank? 16"W 6"Sp Rim E1=-278.4 28 AppX Appx Appx Appx 6" W IE=276.7 exSD TL 0 8" E IE=276.66 TELE ? Conc Bank? 12" N IE=275.90 Possible Ex 6"PVC W IE=276.7 27 37 aLF 12-in _CPEP @ 3.50% 10„W l; a DN IE=274.61 UP IE=275.90 Appx 34 FT 8-in DI @ 1.00% IE=277.00 0 NEW 24"SD 27 IE=276.66 0ExSS PROFILE ALONG STREET CENTERLINE SCALE: Horz. 1" = 20' Vert. 1" = 5' 26 3+90 34 0o 34+50 CB-21 IE CB-20 STA 34+00.1 , 1 1 .9'R CB-22 CB-23 IE CB-19 STA 33+86.6, -2.2'L TYPE 2 48-in STA 35+06.5, 22.8'R STA 35+20.9, 16.2'R TYPE 2 48-in Rim EL=279.04 TYPE 2 48-in TYPE 2 48-in 285 Rim. EL=279.41 12 S. IE=274.61 Rim EL=278.88 Rim EL=279.23 GAS 5 Appx ExSS GS Appx SS TELE PVC ® \ \ \ Appx Runs E-W TELE Appx Conc Bank? 1 6"W 8-3. TELE 16-4" PVC 10 16 EL Unk GS Appx SS Conc PVC 4 WS`"W S5 Appx Conc Bank? Conc Bank. A Appx A ox Appx EL Appx Appx Runs N-S 28O . . . . . . . . . . . . . . . . . . . . . . ExSD Appx . . P .PP 6"SD . . . . WS-WM . . . . EL Unk Appx o. . EL EL Unk. AppX. . Appx. . ExSD . 280 o \ ExSS 18"SD a Appx \ 0 275 :.. ................ �. .............................:. ......: 275 _- _-- - - - - Ex.SD 18-ir ExSD 18-in - 270 _.................... - _� - Crossing 8„S To -- - Appx LU NE' 6 TH O ---- -`- W 170 F 24-in CPEP @ 0.30% Z -�- - -- - C - C .30% 17 LF 24-in CPEP @ 0.30% DN IE=270.21 UP IE=270.72 265 ... _ :.. ................: -... - N IE-271.12. UP IE=271.1.7. . 20 LF 24 in PEP @ 0 30% In DN IE 270 72 UP IE 270 78. DN IE 270 78 UP IE 271.12 D J f 0 ... s 33+00 - 34+00 35+00 s SECTION WEST ON CAMAS AVE 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 \l6 RECOMMENDED FOR APPROVAL BY DANIEL CAREY 9/4/13 BY REVISION SURVEYED: BRH DESIGNED: DWC DRAWN: DWC CHECKED: DWC, RJS BY DATE APPR APPROVED: RJS D=230609 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. \9 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. zj, 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. �7 7. RESTORE CONC CURB, GUTTER, SIDEWALK. 80 8. RESTORE CONC SIDEWALK (ASPHALT CURB OR NO CURB). 9Q 9. RESTORE CONC DRIVEWAY (ASPHALT CURB OR NO CURB). SHEET NOTES \ 1. PROVIDE TEMP WATER TIGHT CONNECTION OR BYPASS PUMPING BEFORE \CUTTING AND CAPPING EX 18"SD. 2. INSTALL CB-21A,B AFTER NEW 24"SD IS ACTIVE. \ 3. REBUILD SEWER MAIN AT CROSSING, SEE DETAIL. 4. WATER SERVICE, CONFIRM LOCATION. 4 COORD WITH CITY WATER MAINTENANCE TO RELOCATE IF NEEDED. 5 5. CENTURYLINK TELECOM CONDUITS, CONC ENCASED DUCT BANK. COORD W/ PRIVATE UTILTIY IF WORK NEEDED. 10 6. REPLACE EXISTING 34' WATER SERVICE WITH NEW 1" WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. SCALE: VERTICAL-NAw 1988 •. �- CITY 0 E As Noted HORIZONTAL::NAD 1983/1991 ,� RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NE 5TH PL / EDMONDS AVE NE STORM SYSTEM REPLACEMENT PROJECT EDMONDS AVE NE STA 32+12 to STA 35+70 9-4-13 FIELDBOOK: PAGE: DRAWING NO: 2013009.00 SHEET: OF: 9 x �. 2^ IDz UJ M z D m- T N W z m m nT1 �o � D n� m - z �. AZ z �M C o �z m 7 O o U0 z ~c b� bm� 1 O am C N z� tTJ W O 0 �C"IIIIIi C� y D 'T1 Ro �o o� D O � SD G _ I D -12131016 IIF Q (0 0 co N N 0- w Q z U w D O ry n PROFILE ALONG STREET CENTERLINE SCALE: Horz. 1" = 20' Vert. 1" = 5' ...........CB-24B......................................................................... STA 36+06.8, CB-24 -12.21 CB-24A TYPE 1 s"W cs STA 36+07.2, Rim E1=281.07 Appx Appx 10.2'R TYPE 1 280-- ........ Rim E1=280.87 .......... ............................... ............... --ExSD a ....27.5.--�.. 12 FT 12-in CPEP.................................. ...................... -- @ 14.00% CB-25 CB-26 0 IE=276.30 STA 37+07.1, 2.4'R STA 37+61.0, 8.8'R ExSS IE=274.66 TYPE 2 48-in TYPE 2 48-in 272- Rim EL=283.16 Rim EL=284.33 11 FT 8-in DI 15.33%....... CB.24........ ..................... IE=276.30 STA 36+07.0, -1.51L IE=274.66 TYPE 2 48-in 0. 9, 1 6.2'R 8-in 79.23 285 ' PVC Bank? 280 .ExSD ExSS TELE 16-4' PVC 10"W 6"SD Conc Bank? Runs N-S Appx Appx Appx ■ I Rim EL=281.23 8" N IE=274.66 12" S IE=274.66 GS . . . . . . . . . . . . . . . TEL Appx SS . . . . SS. Capped. . A x Appx ESS LpUnk ELpUnk ELUnk EL Unk SS Capped .............Appx... .. EL Unk, .I.. Lj_xSl- ................. SS Appx EL Unk II 11 0 = - -- - - _ 275 _- �--- . Ex.SS 8=in -- __ 86 1 55 LF 24=in CPEP (9 1.45% W DN IE _ z_ 270 N IE 276 69 UP IE 277 50 _j 90 LF 24-in CPEP @ 1.10%. 100 LF 24-in CPEP @ 2.00% _ DN I'E=273.00 UP IE=273.99 DN IE=274.69 UP IE=276.68 C) z Q _M. .... ........ 36+00 37+00 . I 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 NO. RECOMMENDED FOR APPROVAL BY DANIEL CAREY Em 9/4/13 REVISION 285 r:l 275 270 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 Ol 1. 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. O9 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. Q 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. 70 7. RESTORE CONC CURB, GUTTER, SIDEWALK. ® 8. RESTORE CONC SIDEWALK (ASPHALT CURB OR NO CURB). 90 9. RESTORE CONC DRIVEWAY (ASPHALT CURB OR NO CURB). SHEET NOTES O1 1. WATER SERVICE, CONFIRM LOCATION. COORD WITH CITY WATER MAINTENANCE TO RELOCATE IF NEEDED. D=2306 10 SURVEYED: SCALE: DATE: DESICNLD: AS Noted BRH HORIZONnTAL NAD 1983/1991 .�ti CITY OF NE 5TH PL / EDMONDS AVE NE 9-4-13 DRAWN: °WC STORM SYSTEM REPLACEMENT PROJECT FIELDBOOK: ° W C R E N TO N PAGE: ONE INCH DATUM DRAWING NO: CHECKED: DWC, RJS AT FULL SCALE Planning/Building/Public Works De t. P EDMONDS AVE NE / NE 5th PL STA 35+70 to STA 37+65 2013009.00 IF NOT ONE INCH BY DATE [APPR APPROVED: SCALE ACCORDINGLY RJS SHEEP. 10 OF. x D I -n2 31016 - c D m D c:j C o� D � D D z <m< C G CO m cn � cn N z z �M O D w Q z F- 0 w O ry n 3 Ce Z) N I 0 CJ 3 0 0 0 0 M 0 N 0 a Z W J U_ (J 0 co N N U) T IE=279 PROFILE ALONG STREET CENTERLINE SCALE: Horz. 1" = 20' Vert. 1" = 5' INSTALL CB-29B AFTER FLOW IS TRANSFERRED aJb 290 -_ ................. CB-27 CB-28B 290 --. CB-28 CB-28A 290-- CB-29 CB-29A . STA 40+01 .0, STA 39+85.3, G STA 41 +30.1, CB-27B CB-27A -12.31 -- 6"W -- G 14.8'R Appx CB-29B __ A' WAppx Appx 14.8'R STA 38+45.2, 6"w G Appx STA 38+45.3, TYPE 1 Rim E1=286.71 Appx -- TYPE 1 Rim E1=286.63 STA 41 +34.9, -11.9'L '- TYPE 1 Rim EI=287.77 -12.1'L Appx 13.5'R TYPE 1 -- TYPE 1 - .....................Rim E1=285:81285-- TYPE 1 Rim E1=285.84.................................... 28 -_. 5 .. RGm EI-287 - 1 28 -_ 5 o ...... . . n -- 0 16 FT 12-in CPEP -- 0 0 -- -- @ 8.50% -- -- -- 0 IE=283.00 -- 14 FT - 8 m D I -- 8- i n -- _ IE 281 67 2.8 ._ ................ ........... C� 0:80% 280 --. .. ©. 7.20%... 280 -- ExSD 014 FT 12-in CPEP IE=281.70 __ 18 FT 12-in CPEP IE=282.50 Caution 12 FT 8-in DI @ 12.00% IE=281.59 ExSD p 10.90% IE=281.67 278- ExSS SS my SSinVicinity @ 10.00% -- ExSD IE=281.20 0 IE=282.00 IE=280.90 __ Q IE=279.53 Exss IE=280.05 IE=279.73 2.75._ ExSS 275 - CB-28 CB-29 1. 0, 8.8'R CB-27 STA 3, -1.0'L STA 41 +32.9, -0.6'L 8-in STA 38+45.1, -0.4'L 8" N IE=279.73 TYPE 2 8-in 2 48-i TYPE 2 48-in 84.33 TYPE 2 48-in 12" S IE=279.53 Rim EL=286.84 Rim EL=287.69 Rim EL=285.928" 8" N IE=281.59 N IE=281.67 290 ..... „ 12 .................. S IE=280.05 . . ......... SS Gs Ss 12,,. S 1E=281.67 GS GS Appx SS PWR ? SS GS Appx Unk Appx sS PP Appx EL Unk 8"SD q x Appx PP WS EL Unk PP Appx EL Unk GS Appx GS Appx SS Appx A x PP EL Unk EL Unk wS Appx Appx W 285 Apt Appx EL Unk f WS WS EL Unk Ap[ . .APPx APP'. . . . . . . . . . . . . . . . . . . . . . . . . . O O o r•C ...I I , .....I 285 - -- Ex.SS 8-in - --- W .:........:............................. 139.L..24 35.L. 2 275 J F -in CPEP ©0.97% = DN IE .148 LF 24-in CPEP © 0.97% DN IE=279.77 UP IE=281.12 86 LF 24-in CPEP ©0.97% U w DN IE=277.50 UP IE=278.33 DN IE=278.33 UP IE=279.77 Q z �. 38+00 ... 39+00................. ................... 40+00............. ...... ......... ....41 +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 NO. RECOMMENDED FOR APPROVAL BY DANIEL CAREY 9/4/13 BY REVISION 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. N 9. PROJECT SIGN. 20 20. SEWER TEE REPLACEMENT, SEE DETAIL AND SEWER SCHEDULE. CONTRACTOR TO VERIFY LOCATION OF TEES PRIOR TO EXCAVATION. 1 RESTORATION NOTES 1. PROTECT/SAVE ANY PLANTS, LANDSCAPING, MAILBOXES, FENCES AND OTHER IMPROVEMENTS IN CONSTR AREA. RESTORE/REPLACE AFTER CONSTRUCTION. N2 2. ALL DISTURBED GRASS AREA SHALL BE RESTORED WITH SOD. Q 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. A88. RESTORE CONIC SIDEWALK (ASPHALT CURB OR NO CURB). 9Q 9. RESTORE CONIC DRIVEWAY (ASPHALT CURB OR NO CURB). SHEET NOTES O1. WATER SERVICE, CONFIRM LOCATION. COORD WITH CITY WATER MAINTENANCE TO RELOCATE IF NEEDED. D=23061 I SURVEYED: SCALE: DATE: BRH VERTICAL NAVD 198E NE 5TH PL / EDMONDS AVE NE 9-4-13 DESIGNED: As Noted HORIZONTAL- NAD 1993/1991 CITY OF DWC .� R E N TO N STORM SYSTEM REPLACEMENT PROJECT PAGE:BOOK: DRAWN: DRAWING N0: CHECKED: DWC ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. NE 5th PL STA 37+65 to STA 41+40 2013009.00 DWC, RJS IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 1 1 OF: X RJS IDI-121310161 Dz z rnrn z �= c D r m - U7 mm W Nz m z z 0 D D T1 n 0 00 c m Cn D D T �f m- Cr Er ru N Z z m D O CD c z CD z m 37 O 7�C CD a. C a 'Drrl N � O 0 C� I Cn D l'I so D Cn Ld Q z F-- U W 0 ry m SS TV'd W APPX LOC. nj Q ' -� SS TV'd 16 REMOVE Q Z APPX LOC- CIO 7227502135 8 TYPE 2 551 FERNDALE AVE N/E B Z CONC CURB, GRASS7227502080 RNDALE/AVE NE O IN ,I O ///�J/1//LL/ I W ; CO PER INSPECTOR INLET �1�111 IA �z SDMH LL Q TE=288.76 I N TE=288 09 IE=281.8( 28 N) I IE=287.4(6"CP S) 1 8 I 0 °'_ IE=281.6(18"CP E) I <I IE=281.5(18"CP W) (CB INLET BOT=279.8 ° TE=288.85 B I IE=287.6(6"CP S) 72 BM „ W) B„ DN.=TOP CTR. BOLTF.H. 65V9151 0LE=2.( II CB-29 CB-29A j DN=1 7227502075 2708 NE 5th PL N.I i�rYa 0' 20' 72 2 712 \ I O®0 C 31 B INLET TE=288.13 IE=286.4(6"CMP W) _ �W .. .. 03y328. - ; � • i CEO' ' ■ii1��iSi�` i �-'-�IIQi��i0 - ha V MON. IN CASE ��QQk PUNCH IN 3/8"COPPER PLUG IN CONC., DN 0.5' WME 'Ecd DN 1.5 6"W P (6' - d9 2„G(P) Sd9 I W AP x Loc BURIED CB . SS TV'd Z APT L ROUNDS IF O APPX LOC. Ica APPX LOC. W A Z JJIVIH MOM. IN CASE N� �� • TE=288.29 SSMH DOMED 2"BRASS DIS. -.3_ 1:IE=279.0(C.O.C.) TE=288.31 IN CONC., DN 0.35' \ 39 OPL Q F/-/O; l�� 3291800380 GCB O Q W 40 N-1 703 NE 5th PL TE=288.68 p Z IE=285.6(8"CMP E) Z 3291800390 T��T��71� IE=285.4(12"CMP N) > 2613 NE 5th PL BOT=285.1 W PROFILE ALONG STREET CENTERLINE Remove Ex TYPE 2 CB 290-- F„W -- Appx CB-30 285-- 0 Ex8Conc. N Conc. Connect w/Couplings -- 280 =_ 278- 9 FT 12-in CPEP 1.00% IE=281.80 IE=281.71 Iclnity 290 WS Appx ExSS 0 CB-31A STA 42+ 14.0, -13.2'L TYPE 1 Rim E1=288.41 CB-31 290-- 6"W Appx 285-- 12 FT 8-in DI 1.00% IE=284.00 0 IE=283.88 -- ExSD ExSS 280 -- 279- i CB-30 STA 41 +67.2, -4.0'L ...... TYPE 2 48-in...... Rim EL=288.10 12" N IE=281.71 2. G 8"SS SD' APPx . . . .North Appx Appx I I 66 Q SCALE: Horz. 1" = 20' Vert. 1" = 5' CB-31 C STA 0+33.4, -12.61 FERNDALE TYPE 1 AVE NE Rim E1=288.78 290-- - 285- 283- W 0.80% I E= 284.70 IE=284.50 CB-31 CB-32 STA 42+06.3, -4.1'L STA 42+93..8, 2.1'R TYPE 2 48-in TYPE 2 48-in Rim EL=288.61 Rim EL=289.07 8" N IE=284.40 8" N IE=283.73 8"NE IE=283.88 12"S IE-283.9 exSD .......12"SD. APPx. CB-31 B STA 0+33.7, 12.2'R TYPE 1 Rim E1=289.06 /I / .off I O � ,5U F I b-in UI @ 2.00% 280 IE=284.40 IE=283.80 ss 8"W Appx App. GS EL .Unk.I . APPx 290 ' I I xs 285 Xs ............ 1 xS --- _-� Ex.SS 8-in -- --- 88 LF 24-in CPEP @ 1.15% Q DN IE=281.91 UP IE=282.92 W 275 z 35. LF ,2.4. -in . CPEP .© :1..05%...... ..39 LF 24-in CPEP. @ 1.05% 43+0Q J DN IE=281.13 UP IE=281.50 DN IE=281.50 UP IE=281.91 U I 42+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 285 275 RECOMMENDED FOR APPROVAL BY DANIEL CAREY 9/4/13 BY INSTALL CB-32B AFTER FLOW IS TRANSFERRED CB-32B STA 42+93.8, -11.6'L TYPE 1 Rim E1=288.93 6"*290-- Appx 285 14 FT 8-in DI © 2.00% IE=284.00 IE=283.73 280- 1 CB-32 CONNECT 12"SD CMP -283.9 S SURVEYED: BRH SCALE: As Noted DESIGNED: DWC DRAWN: DWC ONE INCH CHECKED:1 DWG, RJS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE A P P R APPROVED: RJS 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 1. 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. 3� 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. 70 7. RESTORE CONC CURB, GUTTER, SIDEWALK. 80 8. RESTORE CONC SIDEWALK (ASPHALT CURB OR NO CURB). 90 9. RESTORE CONC DRIVEWAY (ASPHALT CURB OR NO CURB). SHEET NOTES O1. AJDUST CB-32 LOCATION AS NEEDED TO INTERCEPT EX 12"SD. D=230612 HORIZONTAL: ND 1983/1991 CITY 0� NE 5TH PL / EDMONDS AVE NE g-4-13 STORM SYSTEM REPLACEMENT PROJECT FlELDBOOK: R E N TO N PAGE. DRAWING NO: DATUM Planning/Building/Public works Dept. NE 5th PL STA 41+40 t0 STA 43+05 2013009.00 SHEET: OF: 12 x D 1 12131016 CE T - z m z z 30 o D D 0 00 D � C a C�0 �m rn R D -m EMS UK N Z z m 0 D 7227502075 2708 NE 5th PL CALL 48 HOURS BEFORE YOU DIG 811 O N N L,i Q z F- U w O ry n 0' 20' CB TE=288.68 285.6(8"CMP E) 85.4(12"CMP N) BOT=285.1 I 1 290 1 285 N.E. 5TN PL. t4 7227502070 V��2 7 11/2/ N/EE 5th PP L / / /111 /LLL /LLL/ z 4 J291800410 520 FERNDALE AVE NE 13 7227502065 2716 NE 5th PL / U TEL. a E� Y>\J � h 1 1 PROFILE ALONG STREET CENTERLINE SCALE: Horz. 1" = 20' Vert. 1" = 5' u 7236300005 2721 NE 5th PL Y1-1 77 //////////1A INSTALL CB-3313, 34B AFTER FLOW CB-34B CB-34A Remove CB-33A STA 45+21.6, Ex TYPE 2 CB CB-33B STA 44+38.5, IS TRANSFERRED STA 45+10.1, STA 44+30.9, 12.0'R 14.4'R -15.31 and Ex 18 SD N -20.41 TYPE 1 TYPE 1 TYPE 1 TYPE 1 Rim E1=291.85 CB-34 Rim E1=291.46 6"W Rim EI=290.76 Rim E1=290.47 G App, TEL Appx CB-33 G TEL Appx Appx EL Unk-- 6 W Appx Appx - -- Appx PP EL Unk O -- 43+ 2.203. . . . . . ..............290-- .... ^..j8.� - 2�01°=`' 290 --... . SD N ° C Concnc . -- 0 ° Connect -- w/Couplings -- ExSD 285-- . 285-- ................. ....................... .285-- --7ExSD 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 9 FT 12-in CPEP ... . .4.40%... ... .................. @ 6.40% .. .................. IE=286.00 IE=287.20 ® 1.15% CB-33 CB-34 IE=286.55 ExSDMH - 14 (con, IE=285.01 IE=286.00 STA 44+33.0, 1.9 R STA 45+18.3, 1.5, R IE=286.45 STA 45+58.7, 1.3'RI 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.......127 .N .IE=28.6.45 .. 295 12" S IE=285.00 12" S IE=286.00 EL Unk 12"SD I G SS Appx ADDX Appx SS SS TEL Appx GS SS 8 w Appx GS Appx EL Unk Appx Appx Appx GS GS EL Unk Appx EL Unk . . . EL .Unk I . . . . Appx . . APPx. . ° 0 Appx 6"SD Loc EL Unk Appx APp 7E�xSS _ O O - . . . . n _ Ex.SD O . -r Ex.SS 8-iA Ex.SS 8-in .... l 85 LF 24-in CPEP @ 1.44% 39 LF 24 in CPEP @ 1 40% 139 LF 24-in CPEP ® 1.13% DN IE=284.50 UP IE=285.72 DN IE=285.72 UP, IE=286.26 Q DN IE=282.92 UP IE=284.50 43+00 ..... . .... 44+00 .........1.... ...... .....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 NO. RECOMMENDED FOR APPROVAL BY DANIEL CAREY 9/4/13 BY REVISION 290 WIV& 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 C1 1. 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. 3� 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. A77. RESTORE CONC CURB, GUTTER, SIDEWALK. A88. RESTORE CONC SIDEWALK (ASPHALT CURB OR NO CURB). 9. RESTORE CONC DRIVEWAY (ASPHALT CURB OR NO CURB). SHEET NOTES D=230613 DATE: SURVEYED: SCALE: NE 5T H PL / E D M O N D S AVE NE B R H HORIZONTAL: NAD 1983/1991 �/ 9- 4 -1 DESIGNED: As Noted �� CITY OF STORM SYSTEM REPLACEMENT PROJECT FlELDBODK: bhL RENT 0 N PAGE: DRAWN: DRAWING NO: DWG ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. NE 5th PL STA 43+05 t0 STA 45+65 2013009.00 DWC, RJS IF NOT ONE INCH h OF: BY DATE APPR APPROVED: SCALE ACCORDINGLY 13 x RJS I 0-1213101 Dn D 0 a ° 8 c m MIn D MZ C m m- u� Nz m D 07 O rn a4 'b w a C) ~d O M C� w Q z C) w 0 ry a_ tMOM 'J N N CL U) 295 290 285 WE Cl 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 RECOMMENDED FOR APPROVAL BY DANIEL CAREY An 9/4/13 SCALE: SURVEYED: B R H VERTICAL NAw 198E As Noted HORIZONTAL: MAD 1983/ DESIGNED: DWC \ DATU M DRAWN: DWC ONE INCH CHECKED: DWC, RJS AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE A P P R SCALE ACCORDINGLY APPROVED: RJS PAVING NOTES 1. TEMPORARY HOT PATCHES SHALL BE PLACED AS THE NEW STORM SYSTEM IS INSTALLED. USE COLD MIX PATCHES SHALL BE LIMITED TO ACTIVE WORK AREA. 2. PERMANENT TRENCH PATCH SHALL BE PER DETAIL TYPICAL PATCH FOR FLEXIBLE PAVEMENT (PER STD PLAN 110). 3. CITY MAY REQUIRE DAMAGED ASPHALT OUTSIDE OF TRENCH PATCH AREA TO BE REMOVED AND REPLACED AS NEEDED. 4. CONTRACTOR SHALL PLAN THE WORK TO PLACE THE PERMANENT ASPHALT TRENCH PATCH IN PHASES AS THE NEW STORM SYSTEM IS INSTALLED. THE PERMANENT TRENCH PATCH SHALL BE COMPLETED IN EACH PHASE BEFORE STARTING WORK TO INSTALL THE STORM SYSTEM IN THE NEXT PHASE. PHASING SHALL BE AS SHOWN OR OTHERWISE APPROVED BY THE CITY. 5. ALL NEW STORM WATER STRUCTURES SHALL BE INSTALLED FOR EACH PHASE BEFORE PAVING OCCURS, UNLESS APPROVED OTHERWISE BY CITY. D=230614 DATE: 991 CITY OF NE 5TH PL / EDMONDS AVE NE 9-4-13 STORM SYSTEM REPLACEMENT PROJECT FIELDBOOK: R ENT 0 N PAGE: R DRAWING N0: Planning/Building/Public Works Dept. PAVING PHASING 2013009.00 SHEET: OF: 14 X IDI-12131ol6l z �= c mG �m CT)Cil N W z z T m Je! S D m$ Do c coco cn D 71 Z C<m< G mo D m mLTI - Lnn K R) 2 z m m 0 D c1 D T I� v 30 $ �o D w Q z U w 0 ry 3 0 I 0 x / 3 0 0 O n M 0 N 0 0 / 0 Z J U- �I EXISTING TEE SEE NOTE 1 3' MAXIMUM LENGTH OF FIRST PIECE OF STRAIGHT PIPE EXISTING TEE SEE NOTE 1 EXISTING SEWER MAIN 0.05 FT/FT MINIMUM SLOPE CONFLICTING SIDE SEWER STORMWATER PIPE SIDE SEWER RELOCATION ABOVE OR BELOW NEW STORM PIPE (TYP) REMOVE CONFLICTING SIDE SEWER NEW STORMWATER PIPE POSSIBLE CLEANOUT SEE NOTE 5 POSSIBLE CLEANOUT SEE NOTE 5 EXISTING SIDE SEWER --,- 0.02 FT/FT MINIMUM SLOPE NEW 6" SIDE SEWER FOAM BLOCK, SEE NOTE 4 CONNECT SIDE SEWER WITH ELASTOMERIC FLEXIBLE COUPLING INSTALL 6"x 4" REDUCER, IF NEEDED 1 /8, 1 /16, OR 1 /32 BENDS AS NEEDED (90' NOT ALLOWED) NOTES: 1. IF EXISTING TEE IS NOT USEABLE FOR RECONNECTION CONTRACTOR SHALL CUT IN A NEW TEE REPLACEMENT. 2. CONCRETE BLOCK REQUIRED AT NEW SADDLE WHEN ANGLE AT MAIN EXCEEDS 25`. SEE CITY DETAIL DWG 406.1. 3. ALLOWABLE SIDE SEWER PIPE AND FITTINGS: POLYVINYL CHLORIDE (PVC) SDR 35, OR OTHER MATERIAL, AS APPROVED BY CITY INSPECTOR. 4. FOR 3" SEPARATION INSTALL VX 2' X 2" THICK STYRENE FOAM BLOCK BETWEEN NEW PIPE AND 6" SIDE SEWER RELOCATION. 5. IF SIDE SEWER RELOCATION REACHES CURB EXTEND NEW 6" SS TO BEHIND SIDEWALK AND INSTALL CLEANOUT PER CITY DETAIL DWG 406.1, 407. 6. BEDDING SHALL BE WSDOT 9-03.12(4) GRAVEL BACKFILL FOR DRAINS. 7. ALL SIDE SEWER RECONSTRUCTIONS SHALL BE APPROVED BY CITY INSPECTOR PVC SPOOL (LENGTH AS DIAMETER TO EX. SEWER MAID, SIDE SEWER RELOCATION (TYP) NTS EX. MAIN SIZE X 6" SEWER (TYP) TRONG-BACK" COUPLING SEEDED) 1. BEDDING SHALL BE PER WSDOT SPECIFICATION 9-03.12(4) GRAVEL BACKFILL FOR DRAINS. SEWER TEE REPLACEMENT DETAIL (TYP; (NTS) 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 NO. SEE NOTE 4 CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. For TYPE 1 and TYPE 2 Catch Basins BASE SECTION )N NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT THE COVER OR GRATING IN PLACE PER WSDOT STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND. o~ o� STD. PLAN - 202.00 PUBLIC WORKS CATCH BASIN INSTALLATION A'•`o DEPARTMENT MARCH 2O08 CATCH BASIN INSTALLATION (TYP,) STD PLAN 202.00 (NTS) NEW STORMWATER PIPE NEW 8"PVC FOAM BLOCK SEWER MAIN CDF FILL FLEXIBLE COUPLING EX 8" SEWER CONIC� . I f 5) -I 5'� NOTES: 1. ALLOWABLE SEWER PIPE AND FITTINGS: POLYVINYL CHLORIDE (PVC) SDR 35 OTHER MATERIAL, AS APPROVED BY CITY INSPECTOR. 2. INSTALL Vx 2'x 2" THICK STYRENE FOAM BLOCK BETWEEN NEW SD PIPE AND NEW SEWER MAIN. 3. FLEXIBLE COUPLING SHALL BE FERNCO "STRONG -BACK" COUPLING, TYPE AS NEEDED. 4. BACKFILL CROSSING WITH CDF, DO NOT COVER COUPLINGS. RECOMMENDED FOR APPROVAL BY DANIEL CAREY 9/4/13 BY REVISION SEWER MAIN CROSSING (TYP (NTS) PAVEMENT PATCH PAY LIMIT 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN 2" SAWCUT AND REMOVE 2 " HMA OR ACP OR GRIND. CLASS 'B' SEAL WITH AR-4000W 6" CRUSHED SURFACING TOP COURSE HMA OR ACP CLASS 'B" COMPACT TO 95% MODIFIED PROCTOR SEE NO TE 2 TRENCH BEDDING AND BACKFILL, SEE DETAIL TRENCH WIDTH AS REQUIRED BY PIPE SIZE (SEE WSD 0 T STD SPEC 2- 09.4) PLUS ALLOWANCE FOR ANY SHORING. SHORING, IF NEEDED, SHALL MEET WSDOT STD SPEC 7- 08.3(1)B. NO TES.- 2. MINIMUM THICKNESS AND MATERIAL SHALL BE PRINCIPAL/MINOR/COLLECTOR, ARTERIAL & INDUSTRIAL ACCESS STREETS - 6"HMA OR ACP CLASS "B'; RESIDENTIAL ACCESS STREETS - 2" HMA OR ACP CLASS 'B'; IN NO CASE SHALL THE THICKNESS BE LESS THAN THE EXISTING PAVEMENT SECTION. TYPICAL PATCH FOR FLEXIBLE PAVEMENT PER STD PLAN - 110 TRENCH EXCAVATION PAY LIMIT (NTS) 30" ID - 5 1 /2' 24" ID - 5' 12" ID - 3 1 /2' SEE DETAIL FOR PAVEMENT PATCH BACKFILL MATERIAL WSD 0 T SECTION 9- 03.19 BANK RUN GRAVEL, OR NA TI VE MATERIAL IF IT MEETS SPECS. PIPE ZONE MATERIAL INSDOT 2006 SECTION 9-03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING NEW UTILITY PIPE EXCA VA TION OF UNSUITABLE SOIL (IF NEEDED) DEPTH AS APPROVED BY ENGINEER BACKFILL WITH FOUNDATION MATERIAL MEETING WSDOT SECTION 9-13.6 QUARRY SPALLS NO TES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 95% MAXIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT THE FLOW LINE IS MAINTAINED. TYPICAL TRENCH BEDDING AND BACKFILL (NTS) D=230615 SURVEYED: SCALE: DATE: VERTICABRH HORIZONTAL•."D 1983�1991 �► CITY O� NE 5TH PL / EDMONDS AVE NE 9-4-13 DESIGNED: AS Noted ,,_ DWC STORM SYSTEM REPLACEMENT PROJECT PELLEBOOK: DRAWN: _ RENT 0 N DWC DRAWING NO: ONE INCH DATU M CHECKEDAT FULL SCALE Planning/Building/Public Works Dept. STORM DETAILS DWC, RJS IF NOT ONE INCH 2O13009.00 BY DATE APPR PRO RJS SCALE ACCORDINGLY SHE: OF: 5 OF. x IDI-12131016 oD C I4z Icy z E c= (zEar �Crn Ln coNz m z m n D T mc 6 C E m CCn �< R D I,,m Arno rr lu z z m a n D z C 00 m 10 I D 0 m D Do TOTE AJ DC IDn c C840, IAS-BUILT) STA E 54.38, 0.81' LT RIM 260.23 o"ti CB 12, (AS -BUILT) '4 8" IE254.13(NWI Z "Q Nry¢ STA 24+T/RIM2258LT NNi S IE 25J.0315W) T\ o"n"o RIM: 358.4J / S IE 256.431NE) nQ (\ln¢ 24 IE 251.21 (NI \\� 24IE251.2J(5) ^oBB- 40B,(ASBUILT) -CB-0 )N-BULT) LaJ �i CB-11B,(AS-BUILT) \\\�\\L\\�v\ 131E351.831E) PUNCH MARK ON BRASS FOR POSITION STA 0+84.63, 11.08'LT/ �/ 2 IO NT rvQ ^"n� STA: 23,11,21, 11.36LT _ CENTERLINE OF NE EDT PLACE'MTH RIM: 260.00 �0 I o RIM: 256.08 N MONUMENT'MTH 1.5" BRASS DISK I1 8"IF 257.03IS) �U 8420INI m" �\\\\\ 1V 251.83 (WPS ) OF CAMAS AVE NE, PLACED OAS' / fi.84R' am\\ 6"IE 252.081E) BELOW STREET GRADE ON 4"x4" ENCASED CONCRETE (REFERENCED JJLY / I.. J' .r _ 29, 2014) STAMPED 45174 (AS BUILT) - _ STA 54] 1 O 1].62X B.89� RIM 25221 12 IE 24J83(W) m �9IE250.08 (E) 14 J39 24.85- e CB-9, Gm -BUILT) 16 009, - 1]8.99,IJ4LT 950'( - TA: 20 RIM: 250.82 7(SE) IE 24"IE24 2ISE) IE 24 241.02(W) �5.35 2" IE 244.82 (EI A9 -,. CB-11, GAS BUILT) - STA 23+J9.04, GRAPHIC SCALE ;' _ 891% RIM 2563] 15 0 15 30 60241E 24892(N) '4 o ° CB IQ (AS BWLT) - 24' IE 249 02IS) I ce-11A, (ASBmLT) h , Nha \ .'/ STA 21,5420, 2.30'LT 12'IE 250.3J(EI RIM 256J32B, 11J8 RTvN 1 INCH =30 FT. RIM. 15241 \\ \\\� 24 IE244.]91N,5) \(\\�\\\\ ' 12 IE 249.521W) 12"IE 251.73 (E) " ,AA 12" IE 246.59 (SWI tAAAAA�VAAA�VA� z w 12' IE 246.29 )NE) o> \ \\ 1110A, IAN BUILT) o w STA 21+55.1],11.8 RT w •o 12 IE 24J.83 (E) GI 52 N A?\\\ ..�/ � o C\T CB-.8 ,12LOILT) STA 19M6 89 12 62• T) RIM 23152 12' HE 22702(SW) A� STA:1 RIM: (AS-BUIL91 RT T) o 9E02.49, 12 �\ RIM: 230.79 \ �12" IE 226.841N) STA 19 CIBI G BU LT J ry RIM:231.08 IE 24224.18(E) / IE24 224.08IW) 12' IE 225.03(NE) 12" IE 225.28151 12"IE226.58(SWI C Iryo / N Me EXISTING MANHOLE (MILT) STA: L1.2.78, 27.01' 1 / ?6• STA: 1J+58.J8, L.E. " RIM: 220.73 J RIM: 218.83 12" IE 212.33IS) / V" IE 211.37 (E,W) 12"IE 211.53 UK) r pmo 'o/�� f y "os w CLEANOUT,IAYBU LT) \ 1 - STA: 16+9] 51, 1J.55' LT 045' BELOW STREET GRAM AT INTX. MONUMENT PLC RIM. 211721 .73 PWTHUN H O BRASS DISK ABERp6FN AVE NE, PLACED IE TO"MAINLINE PUNCH OF HE ]1H Si & NE 6M PL, 4"x4' ENCASED )CONNECTION TO MAINLINE CNOT KNOWN] ONCRETE (REFERENCED AUG. 13. 2014) MARK W/K' E%ISTINGCBMANHOIEOS-BUILT) EXISTING MANHOLE IPS BUILT) ON BRASS FOR POSITION, STAMPED •451]4' STA: 14+96.J5,1].04' LT / 4'x4` ENCASED CONCRETE MONUMENT'MTH +66.02, 2.96' V /STA: 13LT RIM: 214.38 1.5' BRASS DISK 0.65' BELOW STREET ' RIM: 213.88 CB-1, IASBUILT) / GRADE ON CENTERLINE OF HE RUN PLACE 12 HE 20fi.98IW) 30" IE 204.95(5) / STA 13+81.8J, 3.86 LT "- ^ w / CB-fiB, ,13.16' LF PLACED PUNCH MARK ON BRASS FOR r RIM' 2139J STA 16+54.92,M3.15 LT / ^ o N n POSITION, STAMPED '45174' REFERENCED i a 30 IF 2058JIN) "Z / n / RI :.32 (S) / / JOLT 29 2014) 301E 2058JISW) - om,T 12'IE210.2(N) di 241E2058JISW) ry O)oe 61E 212.J21N) n�`o"nnv \, rvz ce ze, IASBURTI +08.. a�•�\\may Reu"w�� rv� �h� \ STA 1411, 13 ]0 LT 1• w C&38, (ASSUILTI o' CB -EA, (AS BUILT)"Z `PIM 213 J4 STA: 14+99.41, 1304 IE 12"209.34(W) qIM: 214.38 CBA,(ASBUILT) STA 165J 93, 12.54'RTv 12"IE z11.981W) STA: 16+5302, 1.03'LT /RIM 215.41 flIM: 215.64 11" IE 111.03(N) �6 24"IE 208.991E,W) y / d 12" IE 21082(N) 12"IE211.82IN) 1 � 4 " M 1.747, 0 36R 63 904 .}B 2.00' 6 Cq vB a CB-2, IA$ -BUILT) `4.2- _ T24X STA: 1..:.4 , 5,57 AT "' ^ Z �� 8= PM: 213.67 IE 30"205.T/IN) CB-3, (ASBUILT) :c gg6g CB-S, GAS -BUILT) �_� IE 30" 205.9215) STA: 14+96 81 4 95 RT : -J a CB-2A, IA5-BUILT) JA2 - STA:16,17.34,10.06' RT S, STA 14 03881138 RT 12"IF 208.J21E,W) C&3A, (AS- -BUILT) C9-0, (AS -BUILT) RIM. 215.19 _ ( ) �TTA 15+00.18, 11.J8 RT STA: 15H9.JB, J.34'RT 30 HE 208.09IN1 ll RIM: 21342 RIM: 21"'1 30 IE 208.59IE) SJ 3 20)TO INI RIM: 214.85 IE 12 20883IE) 12"IE 210.821EI T03B 12 IE 211.141NE) 30' IE 20J.23(N) \I. 12" 206.901E)TOEXISTING 30"IE 20J.2J (5) 12 IE 210.80 (SWI (\R D-230616 AMERICAN SURVEYING & ENGINEERING, LLC CONDUCTED THE FINAL ASBUILT SURVEY DURING MARCH AND JUNE, 2014 AND PREPARED THE FINAL RECORD DRAWINGS BASED ON DATA COLLECTED FROM FIELD SURVEY. THE INFORMATION SHOWN ON THESE DRAWINGS REFLECTS THE AS -CONSTRUCTED DATA AT THE TIME OF SURVEY AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. THE MONUMENTS SHOWN HEREON WERE REPLACED AND REFERENCED IN THE POSITIONS SHOWN AS DESCRIBED. MONUMENT CARDS WERE SUBMITTED TO THE CITY OF RENTON ON AUGUST 20, 2014. j ¢ F � O ; C76 C Z o I o V • �m 0 a3 E o J o 3 4 0 3 06 iA a 3 C � L U T N C /z V "c Q /LU N �4 0 A! y� �I W r M ` V Ll�-I N W � U rr� oz� V1 0 O U Q a W ASE Job No. 1345 SHEET 1 of 3 Last Saved By: MSjolin Aug 21, 2014 - 1:36p, CB-06, IAS-BUILT) STA:32+13.OJ, 42.36' LT RIM: 285.25 _ 12 12.13 BB(S) 12" IE 280.25(5) H ^ ^ h w \ Z ,2S CB46A, (AS -BUILT) STA32+24.10, 42.22' LT h N ^ z ^ Nu - RIM:284.92 280.]2IN) ENCASED CONCRETE MONUMENT WFF WITH 1.5' BRASS DISK 065 BELOW w a ry CB-06B IAS-BUILTI� 1200• STA 321281, 44.4fi LT RIM: 28491 , "'� / TYPE 2 CBMH (ASBUILT),\�\ �\ STREET GRADE ON CENTERLINE OF EOMOVOS AYE NE, PLACED PUNCH MARK ON BR ASS FOR POSTON, STAMPED '45174' �o 12 IE 280.62IS1 STA:32+65.R0, 0.79'IT .RIM: 262.55 (REFERENCED AUG. 13, 2014) 4%4" ENCASED CONCRETE MONUMENT M 15' 24" IE 269.80(N) 24"IE 26980(S) 'U \\ 4'.4" ENCASED CONCRETE MONUMENT BRASS DISK 065 BELOW STREET GRADE ON ':.. 12" IE 27015(E LY)\� \\ WITH 1.5" BRASS DISK 047 BELOW STREET GRADE ON CENTFRUNE OF FR. OF EOMONOS & CAMAS AVE PLACED PUNCH MARK ON BRASS FOR P09PON. STAMPED O.6, 4 CB -21B, (AS -BUILT) STA: 34+35.55, 15.03 LT EDMUNDS AVENE, PLACED PUNCH MARK �\\SON BRASS FOR POSITION, STAMPED =$ / 45174 (REFERENCED ULYY A 2014) + RIM 27858 451I4 (REFERENCED AUG 13 2014) /'' 115.29' 8"IE 276.80(W)/ A'k� a o - _ CB -is (AS BUILT)- "�`\\y WSTO 32 1516 0.83 LT \ kNiM 283 33 t 1q E26963(w) 68151 [/ 4".4' ENCASED CONCRETE � m ONUMENT WITH 1.5' BRASS "`1�\\ CB-20, (A5 BUILT) Q h I BB+ 09, 0.62'LT DIISK O65 BELOW STREET RIM 2J9.44 l3.zq- n / GRADE ON CENTERLINE OF 14 Rl-279(N) ` U CAMAS AYE N PLACID PUNCH 2 / • // MARK ON BRASS FOR POSI00N 24'IE 269.8915W) STAIAPED 451J4 (REFERENCED `*hs GCONSTRUCTED G G DULY 29, 2014) B-23, I ¢ n ' \ `.' _ CB-21,(AS-BUILT)69T� STA: 33+97.36, 10.'RT mm`�ASB- RIM: 279.08 - CB-22,(UILT) J033IN 24"IE 2E1 3,22.31'RT �o'� / '•/ m 24"IE2J0.38(51 RIM:2J9L5 wee STA:35+05.3 u 12"IS 213.23(5-SW) CB-21A, IAS-BUILT) n` 24"2J0.85(N) STA:3 35.81, 19.78'RT k:^ m 24"IE 271.2515E) RIM: 278.37 IE 2]5.56(E) 'RT CB-18, (A IL F 12"IE IE STA: 31+Ol.lfi, O.fi7� C o / 1IM:27m� I I CJ _ a 24"21. 6813(W) - 20"EIE 266.131E) O QQ E GRAPHIC SCALE 1 INCH = 30 IT. w \\\\\ / I In n E 03 aR n¢ CB-1JB, IAS-BUILT)/ STA: 29+J8.69, 11.5q'LT CB-1J, BUILT) �Y! \\v RIM: 268.52 STA: 29+J6.69,1.51' LT 24"IE 264.12(5) RIM: 268.J9 �•15 12 263263.191w1) ca V T a)u 1 z . () N C w / \ 1z E (\� E �Q Q fA W CB--17A, IPS-BUILT) o r� / / / ' STA 268,48 12" G68gB 8, 11.51 RT / L -12 264081N1 -z' h 3)' � C o Ng \ W W cMv fi .0, O' CB-lfi, (ASBUILT) \�\ < N STA: 28+S.3.J6LT - CB-15B (AS-BUILT)RIM: 265.06 STA 2J+40.89, 11.27' LT 24'IE25906 NIT: 262.78 12 IE 218.I8 ISwI oS� ENISTING MANHOLE(AS-BUILT) / / ,\��('\\\ �y O STA.27+3].95,19.0]'LT, '2.22 N ¢ RIM: 262.97 11" IE 25].72 (SW) n¢ " - - D-230617 �' zCIO 1,41 cB 1s (ASAURT) �Q STA 111-1 2553, 0.08LT O /H2��LGy IS 5705(N) \YY� IS 25.15 (SE) 1J / 12" IE 257.15Iswl ^ > \\\ \\\ 12'IE 257.901E) 12 / 1{\L" 12'IE 25745(E-NE) BUILT) q'10 14.52% -\\ IS CB-130, (AS BUILT) STA 26,5154, RIM: 6J 32 90/�43' STA 25+588, (1 B 0 T) RIM: 2fi132 RIM' 259.43 30 IE 255 35IN) 12" IE 254.91W) 30 IE 255.65IS) n EKISTING CB(AS-BUILT) / / rl _ 2N8405, 19.92' LT RIM RIM 258.89 / 11251.89 2 IE 2�1891W) 51R SA CB15A,(ASBUILT) _ STA 2735.]J, 11 35 RT t\\\ w UM'3fi2J3 �¢ / / _ 11.BJ' g5 12" E 258.81 (E) / I N FFF��YVV 219 46.01% CN 13 (AS BUILT) STA 25+5812"0.56'RT \\ - e W 11. 4 RIM: 259.62 24"IE 253.021N) Ln �✓� ^,Q W / 24"IE 253.6215) O U q W HI ASE Job No. 1345 (GCIO CB-13A, (AS-BUILTI' 12'254.221E,W) _ SHEET STA:25+5J.05,11.55' RT _ RIM: 259.30 /�/ 12"IE 254.95INEI'�\\ 2 Ol(T� 3 Lost Saved By: MSjolin Aug 21, 2014 - 1 s ,pir, POINT 'A' INM 28].26 HE 8" IE 283.01(S) \V C&28(3, (-BUILT)) I STA: -6.93, 11.96' LT RIM: 286.55 8"1E 282.15(SW) r I n CB-28, (ASBUILTI STA: 39a90.06, 0.29' LT o nl y u' qIM: 286 6 26 IE 279.91(W) 24 IE 279.91E) '. N20.fifi1( 11E 280.31I , N � I I a I w � �• I IE 34'282.00;E) y IE 12' 282.00)N) m< (- BUILT ETA:K+32.C4, 2)63 RIM:287.62 24IE 281221W1 'LT _ � F CB-29A,(AS-BUILTI STA:-2-6, 14,91' RT RIM:28].63 12" IE 283.331N) -CB-2&1, (AS -BUILT) STA: 39,85.73, 14.36'RT RIM: 286.54 12"IS 282.391N) CB-27B,(ASBUILT) RIM 28584""" LI m 5 $TA 38+I43I, 11.43'LT I\ d- o^ RIM 285.61 / \ �C 241E 2]8141W) 24 IE 2]8241E) 8 I�E\y281.41)S) \\ry / \ �� g IE 2]904)NI 23. (�\ 12 IE2]844(S 12.5 '\ ry MONUMENT 1BR BRASS BIB% PIACEB 21 20% l , \ KMTHO PUNCH NARK ON BRASS 065' BELOWSUiEt18 GRATE ON FOR I, STAACE PED c HE 5I 451]4 CENTERLINE 6 HE SM PLACE 4 4" 4517E 4% ENCASED CONCRETE (REFERENCED DULY A. CFI o 38144.98, 12.29' RT 2014) ,ten RIM: 285.]4 121E 281.39)N) 00 / B 26, (ASBUILT) 9, 10.04' RT STA. 3.121 HIM / : 2 24 E 6.95�NW) I24 E 277.001E) CB-24,(AS-BUILT) STA: 36a04.25, 0.51'LT RIM: 280.98 ya 24"E 273.38(SE) VVV111""" ^ I� �h 12"HE 273.315W1 12"IE2]3.3(SW) �m CBI (AS-BUILT)LL S A 36 0 ,64, 11.08 LT RIM 2B098 z 8 IE 2]6]3(SW) 3 15% 02 FTI 33.66X q. 4 / W CB-24A,IA5-BU93 PiF STA: 280.7690, 9.39'RT RIM 12"IE 2]fi.61)NEI STA: 37b5.14, 1.50-RT \ o0 RIM: 283.16 0 241E 2)5.96(SE) 0 24" IS 225.91(NW) IP& GRAPHIC _ SCALE 15 0 15 30 60 1 INCH = 30 FT. AMERICAN SURVEYING & ENGINEERING, LLC CONDUCTED THE FINAL ASBUILT SURVEY DURING MARCH AND JUNE, 2014 AND PREPARED THE FINAL RECORD DRAWINGS BASED ON DATA COLLECTED FROM FIELD SURVEY. THE INFORMATION SHOWN ON THESE DRAWINGS REFLECTS THE AS -CONSTRUCTED DATA AT THE TIME OF SURVEY AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. THE MONUMENTS SHOWN HEREON WERE REPLACED AND REFERENCED IN THE POSITIONS SHOWN AS DESCRIBED. MONUMENT CARDS WERE SUBMITTED TO THE CITY OF RENTON ON AUGUST 20, 2014. POINT 'A' Nod '30618 ,2014 Last Saved By: MSjolin Aug 21, 2014 - 1 9rpin