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HomeMy WebLinkAboutD-230604O 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