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HomeMy WebLinkAboutR-369906LEGEND ROADWAY CENTERLINE PROPERTY / LOT LINE RIGHT -OF -WAY BOUNDARY LINE EASEMENT LINE BUILDING SETBACK LINE ROLLED CURB AND GUTTER VERTICAL CURB AND GUTTER AERIAL CONTOUR CONTOUR SPOT ELEVATION STREAM WITH BUFFER >40% EXISTING STEEP SLOPE EXISTING OHW / PROPOSED EXISTING ANCHOR POWER POLE STREET LIGHT POWER VAULT TELE. VAULT FENCE SIGN MAILBOX BARRICADE TELE. MANHOLE GAS VALVE GAS METER JOINT UTILITY TRENCH T.E.S.C.P. E F 7P * x- b 0 �VnVnVnV TOP OF SLOPE - .._ " - -- CUT OFF SWALE • • • • • • • BASIN BOUNDARY PROPOSED SIDEWALK CLEARING LIMITS - - - - EXISTING CLEARING LIMITS dM PROPOSED S.D. DITCH f -3 RIP RAP PAD FILTER FENCE - x- x ---tt- PROPOSED GRASSCREIE.... -. TYPE III BARRICADE STORMWATER CONVEYANCE CHANNEL CATCH BASIN TYPE 1 W /GRATE 0 IDS°-\► CATCH BASIN TYPE 1 W /SOLID LID • ■ -- EXISTING CONTOUR -- -- --- ---- - -- - -- CATCH BASIN TYPE 2 W /GRATE a . Nom(( KS'/ /�•.•�f CATCH BASIN TYPE 2 W /SOLID LID OO O QQ STORM DRAIN CLEANOUT o O YARD DRAIN O 0 W W ® SO SERVICE 6" CPEP WITH c ` 66.0 99 INVERT 0 CLEAN OUT 0 Zo ROOF DRAIN DISPERSION - c ` - - - - - � - �' 866.0 o ROOF LEVEL SPREADER €� E F03 SPLASH BLOCK ■ ■ t3 ° zom 5 STORM DRAIN PIPE Uma tp UNREINFORCED ROCKERY:�'27 m O U, 0. 3 � 3 °o� GEOGRID REINFORCED ROCKERY CD _ � w BLOCK WALL �n ba' U ? Q O SANITARY SEWER MANHOLE r3 ZO 00 SANITARY SEWER CLEANOUT O O 3 SANITARY SEWER CAP L C SANITARY SEWER PIPE v� O s Jo SANITARY SEWER FORCE MAIN FM J0 W RI 6" DIA DOUBLE SANITARY SIDE SEWER QZF Z 0+33 (STATION ALONG MAINLINE) _ 0 +33 p Y 21 LF. (STUB LENGTH FROM MAIN TO CLEANOUT) O v/ 0 VJ Ld 21 L.F. J 866.0 (I.E. AT CLEANOUT) 866.0 W 6" DIA SINGLE SANITARY SIDE SEWER WW > a 0 +33 (STATION ALONG MAINLINE) LLI r o 0 +33 Z 21 LF. (STUB LENGTH FROM MAIN TO CLEANOUT) C X21 L.F. N 866.0 (I.E. AT CLEANOUT) Q W U) 866.0 FIRE HYDRANT (3 PORT) QN U" W FIRE HYDRANT (2 PORT), U�oi Z GATE VALVE ►e N O BUTTERFLY VALVE N ✓• CONCRETE BLOCKING v' 0 DWG. NAME: NT -01 DESIGNED BY: WATER CAP n n CHECKED BY: DOMESTIC / IRRIGATION METER DATE: 0 DATE OF PRINT: BLOWOFF ASSEMBLY 1 1 6 OF 1 7 AIR -VAC ASSEMBLY 1� REDUCER v • DETECTOR CHECK VALVE K Z o r Z o CROSS a� =2, o TEE . � .... i g 90' BEND -ti I 0 111 B WATER PIPE �• m GUARD POST (BOLLARD) ° COUPLING �$ s n to I n TOWER E TRANSFORMER PAD 0 ° TELE. RISER " i 6 EXISTING ANCHOR POWER POLE STREET LIGHT POWER VAULT TELE. VAULT FENCE SIGN MAILBOX BARRICADE TELE. MANHOLE GAS VALVE GAS METER JOINT UTILITY TRENCH T.E.S.C.P. E F 7P * x- b 0 �VnVnVnV CONSTRUCTION ENTRANCE - CUT OFF SWALE • • • • • • • BASIN BOUNDARY ® CLEARING LIMITS - - - - EXISTING CLEARING LIMITS dM N.G.P.E. FENCE -3 RIP RAP PAD FILTER FENCE - x- x ---tt- LEFT TURN ARROW ORANGE FILTER FABRIC FENCE TYPE III BARRICADE STORMWATER CONVEYANCE CHANNEL -� -- (SCC) IDS°-\► °- INTERCEPTOR DIKE /SWALE �-- -- EXISTING CONTOUR -- -- --- ---- - -- - -- GRADE BREAK LINE TRAFFIC PROPOSED �>F O . . �i ............ -826- PROPOSED CONTOUR WETLAND BOUNDARY AND BUFFER PROPOSED STORM DRAINAGE SURVEY ■ SET HUB AND TACK 0 FOUND HUB AND TACK • SET REBAR AND CAP O FOUND REBAR AND CAP SET PK -DRILL HOLE FOUND PK -DRILL HOLE CALC CLOSING CORNER FOUND CLOSING CORNER lll�Mc FOUND MEANDER CORNER I---Mc CALC MEANDER CORNER O PROPOSED MONUMENT IN CASE ® FOUND MONUMENT IN CASE B PROPOSED MONUMENT IN CASE 9 FOUND SURFACE MONUMENT ® PROPOSED SURFACE MONUMENT ® CALC SECTION CORNER + FOUND SECTION CORNER DOC*4111 FOUND QUARTER CORNER COQ CALC QUARTER CORNER OCENTER SECTION OTAX LOT 'WC FOUND WITNESS CORNER 0 w CALC WITNESS CORNER i ALDER CONSTRUCTION ENTRANCE f* ROCK CHECK DAM TURN ARROW SEDIMENT BARRIER ® STRAW BALE f4°oo GRAVEL CONE dM HANDICAP PARKING sa . RIP RAP PAD SURVEY ■ SET HUB AND TACK 0 FOUND HUB AND TACK • SET REBAR AND CAP O FOUND REBAR AND CAP SET PK -DRILL HOLE FOUND PK -DRILL HOLE CALC CLOSING CORNER FOUND CLOSING CORNER lll�Mc FOUND MEANDER CORNER I---Mc CALC MEANDER CORNER O PROPOSED MONUMENT IN CASE ® FOUND MONUMENT IN CASE B PROPOSED MONUMENT IN CASE 9 FOUND SURFACE MONUMENT ® PROPOSED SURFACE MONUMENT ® CALC SECTION CORNER + FOUND SECTION CORNER DOC*4111 FOUND QUARTER CORNER COQ CALC QUARTER CORNER OCENTER SECTION OTAX LOT 'WC FOUND WITNESS CORNER 0 w CALC WITNESS CORNER i ALDER STRAIGHT /RIGHT TURN ARROW f* RIGHT TURN ARROW POPLAR ONLY Cfo BIKE LANE dM HANDICAP PARKING .k, STOP BAR MADRONA LEFT TURN ARROW R TYPE III BARRICADE SURVEY ■ SET HUB AND TACK 0 FOUND HUB AND TACK • SET REBAR AND CAP O FOUND REBAR AND CAP SET PK -DRILL HOLE FOUND PK -DRILL HOLE CALC CLOSING CORNER FOUND CLOSING CORNER lll�Mc FOUND MEANDER CORNER I---Mc CALC MEANDER CORNER O PROPOSED MONUMENT IN CASE ® FOUND MONUMENT IN CASE B PROPOSED MONUMENT IN CASE 9 FOUND SURFACE MONUMENT ® PROPOSED SURFACE MONUMENT ® CALC SECTION CORNER + FOUND SECTION CORNER DOC*4111 FOUND QUARTER CORNER COQ CALC QUARTER CORNER OCENTER SECTION OTAX LOT 'WC FOUND WITNESS CORNER 0 w CALC WITNESS CORNER i ALDER L CEDAR a COTTONWOOD (R) POPLAR ,Le APPLE S.S.E. FIR dM WILLOW .k, SPRUCE 0 MADRONA e OAK 0 HEMLOCK 0 MAPLE PINE L ARC LENGTH a DELTA (R) RADIAL BEARING < > (NR) NON- RADIAL BEARING S.S.E. SANITARY SEWER EASEMENT P.S.D.E. PRIVATE STORM DRAINAGE EASEMENT FF ELEVATION OF MINIMUM BASEMENT FINISH FLOOR S.D.E. STORM DRAINAGE EASEMENT CONSTRUCTION SEQUENCE 1. PRE - CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL PERIMETER PROTECTION, SUCH AS FILTER FABRIC FENCE, WHERE INDICATED. 5. GRADE AND INSTALL ROCK -LINED CONSTRUCTION ENTRANCE(S). 6. INSTALL SEDIMENT BARRIERS OVER EXISTING CATCH BASINS. 7. CLEAR TO LIMITS SHOWN ON PLANS AND INSTALL INTERCEPTOR DITCHES. 8. CONSTRUCT SEDIMENT TRAP. 9. ROUGH GRADE PARKING AREA. 10. INSTALL SANITARY SEWER SYSTEM. 11. INSTALL STORM DRAINAGE SYSTEM AND STORMWATER VAULT. 12. INSTALL DOMESTIC WATER SYSTEM. 13. INSTALL SEDIMENT BARRIERS OVER CATCH BASINS. 14. FINE GRADE FOR CURB AND GUTTER, SIDEWALK, PAVEMENT, AND LANDSCAPING. 15. INSTALL CURB, GUTTER, AND SIDEWALK. 16. PAVE PARKING AREA. 17. REMOVE SEDIMENT BARRIERS. 18. COMPLETE LANDSCAPING. 19. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 20. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY OF RENTON STANDARDS. 21. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 22. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 23. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 24. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. R- 369906 CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date REVISIONS NO. DfSLPoPIpN h BY J. . Nom(( KS'/ /�•.•�f C%GIIAS L f•c•TS QQ g` 0 W W ® a °u e z 99 0 Zo WNM mO o �m zN, a °w ;c E F03 J<m O xT; t3 ° zom 5 O a^ - ss '> Uma E m O U, 3 � 3 °o� c0 PTA w u �n ba' U ? Q O Z r3 ZO 00 Z N 0 3 Z Z v� O Jo J0 W QZF Z _ p Y Z N v/ 0 VJ Ld LQ Lu J rrr^ VJ to W WW > a \ W / U) LLI r o O Z Z Ix n cr N Q W U) W b QN U" W U�oi Z w K O U JOB NO.: 1320 - 005 -008 DWG. NAME: NT -01 DESIGNED BY: LOB DRAWN BY: JJH CHECKED BY: DATE: 09 /06/2013 DATE OF PRINT: NT -01 6 OF 1 7