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HomeMy WebLinkAboutT-387519FINISHED GRADE 2 -4" FINISHED GRADE 4'-6- (SEE RS SHEETS) (SEE (SEE RS SHEETS) BANK RUN GRAVEL BANK RUN GRAVEL z D- FOR TRENCH BACKFILL 36" MIN FOR TRENCH BACKFILL 36" MIN BACKFILL FOR SAND BACKFILL FOR SAND - DRAINS .....:.. :. ..: . ...:' :' DRAINS '"..t.' .. Ta ....._. - C4 .�C4 .: T4 F4 :.:—(TYR) 3" MIN- PB PB O M .. ..... 4, }T I 2" SPACING BETWEEN 2"'SPACINGBETWEEN CONDUITS MR) CONDUITS (TYR) A OINT UTILITY TRENCH BELOW ROADWAY B OINT UTILITY TRENCH BELOW SIDEWALK N.T.S. N.T.S. CROSSES HARRINGTON AVE NE HARRINGTON AVE NE STA 50+65 STA 50+65 LT TO STA 51 +85 LT FINISHED GRADE (SEE RS SHEETS) 5'-4 BANK RUN GRAVEL FOR TRENCH BACKFILL FINISHED GRADE (SEE RS SHEETS) I > BANK RUN GRAVEL 36" MIN FOR TRENCH BACKFILL BACKFILL FOR SAND 1 DRAINS ., :. 12- -MIN:;...... .. MIN. C4 T4, ©:.. G4 P6 P6 C4 T4 ?F4 ..; 3" 4,. .. (TYF 2" SPACING BETWEEN CONDUITS (TYR) SEE GENERAL NOTE #5 E OINT UTILITY CH BELOW ROADWAY HARRIN TON AVE NE TO CV�6 STA 22+43 LT TO STA 22+70 LT 2 BACKFILL FOR SAND DRAINS 4'-10" FINISHED GRADE 4'_10" (SEE RS SHEETS) D BANK RUN GRAVEL FOR TRENCH BACKFILL FINISHED GRADE (SEE RS SHEETS) W > BANK RUN GRAVEL MIN p° FOR TRENCH BACKFILL BACKFILL FOR SAND DRAINS ..:"'.. ... ... .. .. . ;: . 1 C4 12 C4 T4 ..MIN:.:..: :' MIN . G4P4 .: P4 C4 ' T4 3" T 2" SPACING BETWEEN CONDUITS (TYR) SEE GENERAL NOTE #5 C DINT UTILITY TRENCH BELOW SIDEWALK N.T.S. CV#1 TO PV#3 STA 14+20 LT TO STA 19+25 LT FINISHED GRADE (SEE RS SHEETS) W BANK RUN GRAVEL 36" MIN n_,� FOR TRENCH BACKFILL BACKFILL FOR SAND DRAINS =:.-•MIN'.�i.'': MC4 SPARE CONDUIT ACROSS SUNSET LN NE IN: .- AS NOTED PER PLANS G P6 P6 (TYR) } 2" SPACING BETWEEN CONDUITS (TYR) SEE GENERAL NOTE #5 t- k1OINT UTILITY TRENCH BELOW SIDEWALK I N.T.S. PV#6 TO SUNSET LN NE STA 23+45 LT TO STA 24+50 LT a' -in" GLITY TRENCH BELOW SIDEWALK N.T.S. LIBRARY TO PV#8 STA 10+65 LT TO STA 1 1 +75 LT STA 12+20 LT TO STA 13+25 LT GENERAL NOTES LEGEND 1. FRANCHISE UTILITIES (PSE POWER AND GAS, COMCAST, AND CENTURYLINK) AND FINISHED GRADE CITY'S INTERCONNECT CONDUITS RUN UNINTERRUPTED BETWEEN VAULT GROUPS UTILITY UTILITY (SEE RS SHEETS) 1 -6"►{ AS SHOWN ON THE PLANS. ILLUMINATION CONDUIT SHALL BE INSTALLED AS OWNER C = COMCAST PART OF THE JOINT UTILITY TRENCH (JUT) BUT IT WILL SWEEP IN AND OUT OF THE JUT TO CONNECT THE ILLUMINATION JUNCTION BOXES. CL = CENTURYLINK P = PSE (POWER) .s. C4 G = PSE (GAS) W 2. SEE SHEET I1-7-I1-6 FOR ILLUMINATION CONDUIT AND WIRE SIZE. I = CITY (ILLUMINATION) F = CITY (FIBER) BANK RUN GRAVEL '>p 3. SEE THE APPENDIX D OF THE SPECIAL PROVISIONS FOR FRANCHISE UTILITY SIZE (INCHES) T = CITY (TELECOM) FOR TRENCH 36" MIN : PLANS, CONSTRUCTION REQUIREMENTS, AND SUPPLEMENTAL INFORMATION. BACKFILL 4. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS FOR CONSTRUCTION EX. CONDUIT BACKFILL FOR SANDS 1 REQUIREMENTS. DRAIN -::. 4„ 4 5. GAS TO BE INSTALLED BY PSE AND SHALL BE NEAREST TO BACK OF SIDEWALK RECORD DRAWING TO MINIMIZE POWER AND COMMUNICATION CROSSINGS. CONTRACTOR SHALL C4 F COORDINATE INSTALLATION WITH PSE. SEE SPECIAL PROVISIONS SECTION THIS RECORD DRAWING WAS PREPARED USING 1-07.17. INFORMATION PROVIDED TO CONSULTANT AND 4 3" 6. UTILITY CONDUIT (ILLUMINATION EXCLUDED) SHALL HAVE 36" MINIMUM COVER CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. T (TYR) UNLESS OTHERWISE NOTED ON THE JOINT UTILITY PROFILE, DRAWINGS IL12 TO THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR T IL13. GUARANTEE THE ACCURACY OR COMPLETENESS OF THE 2" SPACING BETWEEN CONDUITS (TYR) 7. TRENCH SECTION STATION LIMITS ARE APPROXIMATE AND SHALL BE VERIFIED INFORMATION SHOWN. DURING CONSTRUCTION TO ACCOUNT FOR CONDUIT SWEEPS IN AND OUT OF VAULTS. I OINT UTILITY TRENCH BELOW SIDEWALK 8. JOINT UTILITY TRENCH CONDUIT DIAGRAM AND SECTIONS WERE DEVELOPED BY N.T.S. COMPILING ALL THE INFORMATION PROVIDED BY THE FRANCHISE UTILITIES IN CV#5 TO EX. POLE - HARRINGTON AVE NE APPENDIX D OF THE SPECIAL PROVISIONS. TRENCH SECTIONS HAVE BEEN PROVIDED TO ASSIST THE CONTRACTOR ON THE BIDDING AND BUILDING OF THE STA 21 +93 (29.50' LT TO 186' LT) PROJECT. CONTRACTOR SHALL COORDINATE WITH ALL FRANCHISE UTILITIES DURING CONSTRUCTION AND RECEIVE FINAL APPROVAL FROM EACH INDIVIDUAL FRANCHISE UTILITY PRIOR TO BACKFILLING THE TRENCH 0EKO H� CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet o _� 1 800 4 2 4— 5 5 5 5 206-436-0515 1 1-800-615-990 49442 o 2 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 \ �Fss1041 EENG�� t211p t ADDENDUM t Seattle, Washington 98104 QI No. REVISION BACKFILL FOR SAND DRAINS 4'-10" .. CONDUITS (TYR) SEE GENERAL NOTE #5 p DINT UTILITY TRENCH BELOW SIDEWALK GaDtga2 FINISHED GRADE (SEE RS SHEETS) BANK RUN GRAVE FOR TRENC BACKFIL BACKFILL FOR SAND DRAINS P4 jP4 :.12" C4 T4 :. Y MIO_ (TYR) 2" SPACING BETWEEN CONDUITS (TYR) LI WOINT UTILITY TRENCH BELOW SIDEWALK N.T.S. GLENNWOOD AVE NE STA 70+30 LT TO STA 70+75 LT FINISHED GRADE (SEE RS SHEETS) n I BANK RUN GRAVEL 36" MIN FOR TRENCH BACKFILL 4„ BACKFILL FOR SAND _ DRAINS ..:•MIN...C4 �•::.;�;.;::: � P4 P4 C4 L 44"" _ _ (TYR) T 2",SPACING BETWEEN CONDUITS (TYR) OINT UTILITY TRENCH BELOW SIDEWALK N.T.S. CV#7 TO EX. POLE - SUNSET LN NE STA 24+50 (29.50' LT TO 144' LT) FINISHED GRADE (SEE RS SHEETS) BANK RUN GRAVEL FOR TRENCH BACKFILL BACKFILL FOR SAND-,,,,'r 1 DRAINS 4" c4 = C4 C4 3" C?C4 4„ (TYF T 2" SPACING BETWEEN T CONDUITS (TYR) KK DINT UTILITY TRENCH BELOW SIDEWALK UTILITY TRENCH BELOW SIDEWALK N.T.S. HARRINGTON AVE NE STA 51 +70 RT TO STA 51 +90 RT ES1GNE°M MACIAS NONE R'=°'^ '"^°w'�'�'_) DATUM . nCThT�TYTO7FT 9 r,� ` 1 Ole Planning/Bonding/Pubic Works Dept. CITY OF RENTON SUNSET LANE NE ILLUMINATION JOINT UTILITY TRENCH DETAILS 4/2016 AAM 11/2/16 DID 1JH 9/27/16 DID J. BEAN AT . ruw U 4 TAM 6/6/16 RE" - "mP DE BOLDT BY DATE APPR •PPR M. MACIAS E cr 77 a9,