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HomeMy WebLinkAboutT-387520MA FINISHED GRADE (SEE IRS SHEETS) BANK RUN GRAVEL , 36" MIN FOR TRENCH BACKFILL ' 4" BACKFILL FOR SAND—,,." DRAINS ... _'.. P4 >: ...: , :.`..:.'. '.::':' •:•' P4 'P4 12 . Mfty ..... ... ca L MIK 04 P6 '. C4 .•. F4 '.. q" ,:: :.,. '::... (TYR) 2" SPACINGBETWEEN CONDUITS (TYR) SEE GENERAL NOTE #5 FINISHED GRADE (SEE IRS SHEETS) BANK RUN GRAVEL FOR TRENCH BACKFILL BACKFILL FOR SAND DRAINS 5'-0" 36" MIN 4 :.:12 :... 12 ^i T4 "MIN.:.'..,.°'=MIN ©i G4 P4 P4 C4 14 F4 3" O Q ... .. (TYF 4" } 2" SPACING BETWEEN CONDUITS (TYR) SEE GENERAL NOTE #5 FINISHED GRADE (SEE IRS SHEETS) BANK RUN GRAVEL FOR TRENCH BACKFILL BACKFILL FOR SAND DRAINS 5'-10" .. CONDUITS (TYP) SEE GENERAL NOTE #5 FINISHED GRADE (SEE IRS SHEETS) fj W 36" MIN 4 BANK RUN GRAVEL FOR TRENCH BACKFILL BACKFILL FOR SAND DRAINS 12 C4 MIN 3* ... GP4 P4 (TYP) T 2" SPACING BETWEEN CONDUITS (TYR) SEE GENERAL NOTE #5 L OINT UTILITY TRENCH BELOW ROADWAY M OINT UTILITY TRENCH BELOW SIDEWALK N OINT UTILITY TRENCH BELOW SIDEWALK 0 OINT UTILITY TRENCH BELOW SIDEWALK N.T.S. N.T.S. N.T.S. CROSSES HARRINGTON AVE NE — PV#8/CV#9 TO PV#1 C #5 TO HA RIN TON AVE NE 2 SUNSET LN NE TO CV#7 SUNSET LN NE TO HH#1 STA 13+35 LT TO STA 13+70 LT STA 21+86 LT TO STA 22+43 LT STA 24+50 LT TO STA 25+10 STA 25+55 LT TO STA 26+20 LT t 2 2 FINISHED GRADE 1 q,_q,: FINISHED GRADE 6,_6,. FINISHED GRADE 4._10" FINISHED GRADE (SEE IRS SHEETS) (SEE IRS SHEETS) (SEE IRS SHEETS) (SEE IRS SHEETS) BANK RUN GRAVEL FOR TRENCH 36" MIN o . BANK RUN GRAVEL FOR TRENCH 36 MIN BANK RUN GRAVEL FOR TRENCH re 36- MIN BANK RUN GRAVEL FOR TRENCH 36" MIN BACKFILL I BACKFILL BACKFILL BACKFILL BACKFILL FOR SAND DRAINS :.... •'-' ".' ":: . ^. ` ':: :': .. ..... ... 1 BACKFlLL FOR SAND.' DRAINS _ .: " .' . :. `` 2 :.� . :; .T2..:.. ',::.' :: ;t 2":':.:.. : .... . - 1 BACKFILL FOR SAND DRAINS ., , 2 C4 q . :� . $ ;:.:. v+4��., P4- .��;.�:':.. 4- "� BACKFILL F OR SAND , ' 12 C4 G4 ': P4 P4 C4 O C4 T4 ' F4 C4 : F4 '' .. . ....:0� . 12"O.' 12" � ':' , ,: P4 P4 C4 T4- :..MIN DRAINS 12" P4 P4 ,2".. ' �...0 MIN:" _-..:. MIN. ., ... .MIN. .. ... ..: .., G4...: P4 C4 L4:: O 4 .-..O .': .; .. .. : :.0. V. , _ ..: .. TYP ( ) ::.. •.... MIN _.. MIN. P4 P4 C4 T . Cy �. '�. MIN. MIM. � ., . ... .. .. .: .. 3„ ...... ..: :. .. :. .: ... :: G4 '�� P6 P6 C4 F4 q" .:. :.. .:. .. :. .... :......: .:...:... :.. ..:. ... .. .. .: (TYR) TT 2" SPACING BETWEEN q' .. .. .. . _ ..... ... (TMP) .. (TYR) .. .. . • :. : , .: CONDUITS (TYR) SEE GENERAL NOTE #5 TT } .. .. ... . ....:.:...:..:.. 2" SPACING BETWEEN q:. `�. 2" SPACING BETWEEN I CONDUITS (TYR) }T 2"SPACING BETWEEN CONDUITS (TYR) SEE GENERAL NOTE #5 CONDUITS (TYR) SEE GENERAL NOTE #5 SEE GENERAL NOTE #5 P OINT UTILITY TRENCH BELOW ROADWAY ! /l N.T.S. L+( (JOINT UTILITY TRENCH BELOW SIDEWALK R OINT UTILITY TRENCH BELOW SIDEWALK N.T.S. S OINT UTILITY TRENCH BELOW SIDEWALK CV#8 TO SUNSET BLVD NE N.T.S. HARRINGTON AVE NE TO CV#1 PV#3 TO GLENNWOOD AVE NE PV#5 TO PV#6 2 STA 26+25 LT TO STA 26+45 LT STA 13+80 LT TO STA 14+10 LT STA 19+50 LT TO STA 19+70 LT STA 23+20 LT TO STA 23+45 LT FINISHED GRADE (SEE IRS SHEETS) BANK RUN GRAVEL FOR TRENCH BACKFILL BACKFILL FOR SAND DRAINS SEE GENERAL NOTE #5 2" SPACING BETWEEN CONDUITS (TYR) T OINT UTILITY TRENCH BELOW SIDEWALK N.T.S. CV#7 TO PV#7 STA 25+20 LT TO STA 25+30 LT CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-94 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 FINISHED GRADE (SEE RS SHEETS) BANK RUN GRAVEL FOR TRENCH BACKFILL BACKFILL FOR SAND DRAINS 12"..P4 Pa 12 2 MIN MIN ca c4® G4 P6 PB 3" : ' O: ... .. C4 C4 L4 F4 q^ - :' (TYP) T 2" SPACING BETWEEN SEE GENERAL NOTE #5 CONDUITS (TYR) FINISHED GRADE 4•_10" FINISHED GRADE 5'-0" (SEE IRS SHEETS) (SEE IRS SHEETS) z`• - BANK RUN GRAVEL FOR TRENCH _ ��''"t- BANK RUN GRAVEL 36" MIN FOR TRENCH 36" MIN BACKFILL 1 BACKFlLL 1 4" BACKFILL FOR SAND DRAINS .. ....... .. :... .:..'• BACKFILL FOR SAND :. _::.. .. DRAINS � , .,.. +':12"..:...P4 P4 .':' .:.:. 12 RECORD DRAWING Mi. "_.. :.' .. T4 ..2 '.:.. N MIN.O C4 MIN ® 4 THIS RECORD DRAWING WAS PREPARED USING Gq '. Ps P6 C4 F4 : •3'• P6 PB P4 C4 C4 T4 F4 3" INFORMATION PROVIDED TO CONSULTANT AND ..:'� O CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. 4" :: ::. ':'.:. ,;.. -. :.:..'...;..' .: _ (TYP) q„ : ::.; ..:' .:..: (TYP) THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR 2" SPACING BETWEEN 2" SPACING BETWEEN GUARANTEE THE ACCURACY OR COMPLETENESS OF THE CONDUITS (TYR) CONDUITS (TYR) INFORMATION SHOWN. SEE GENERAL NOTE #5 U OINT UTILITY TRENCH BELOW SIDEWALK N.T.S. PV#7 TO SUNSET LN NE DEKp�STA 25+35 LT TO STA 25+55 LT � GO moo m 49442 p 1 ADDENDUM #1 1 \ �F�S�NNAI EEG\�2�1211p 2 N0. REVISION V OINT UTILITY H BELOW SIDEWALK �QINT TRENCH BELOW SIDEWALK N.T.S. N.T.S. CROSSES NE 10TH ST (NOT SHOWN ON IL11) HARRINGTON AVE NE STA 10+00 LT TO STA 10+65 LT STA 51 +90 LT TO STA 52+00 LT NONE _° wCITY OF RENTON �rE 4/2016 616NE°M MACIAS CITY OF SUNSET LANE NE M 6/8/16 J. BAN ' RENTON TAMTJH 9/27/16 DID "E" - OK WH DATUM "mP DE BOLDT IL15 BY DATE APPR Planning/Building/Public Works Dept. MAMAS JOINT UTILITY TRENCH SECTIONS 7"c °" 78 9