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HomeMy WebLinkAboutD-271104T T N N CL 0 iw a W c ' "1 -71 CIA I � N V N \ _Z-7 _ 1 / / /I x J O a 1 co �O 2 0� Oy b / PRQ IDE TEMPORARY FENCING e� CONCRETE N / / I BH 1 ECOLOGY ° ACCESS RI ER #1 \vim / I � I I / / 2S \ EXISTING CATCH SIN 1 ? 2 CONTRACTOR TO MAINTIAN 15 FOOT EL =25.51 TOP 0 TER�22.06 / > CLEARANCE FROM PSE OVERHEAD BOTTOM =17. 26 C7 POWER LINES. IE =17.64 ( PTY) SCALE: 1"=20' CALL '8 OR • :11 1 1 6- N 14 BLOCK WALE t STD. GRATE 4 Z 1 E= 1299264.64 STA. 11 +85.50 6 / / m N \ RIM=/25.75± / N= 174017.63 7Q ° 0 °0 48 P S IE -19.39 ` S MH _ of N\ � CMP: STORM 12 N IE OUT =22.59 12 S IE IN =22.49 PRECAST OR 0 D CAST -IN PLACE BO CULVE T 1 STORM DRAIN OUT ET / N STO DRAIN OUTLE 8 "DI SE IE =2 .24 36 "C,P SE IE =24. 8 : ; IRRIGATION DAYLIGHT 8" �DI c_n ° .......... .................. ......................... TO NEW BANK Q 5 1 \� \�0 NEXT TO CULL ERT ' e� I 2 1 WATER : POWER I.E. UNKNOWN ..... ......................... FOR: LIGHT POLE? 40 STORM DRAIN UTLET 0 0 = = 18 "CONC NW ° IE -32 o / / /I x J O a 1 co �O 2 0� Oy b / PRQ IDE TEMPORARY FENCING e� CONCRETE N / / I BH 1 ECOLOGY ° ACCESS RI ER #1 \vim / I � I I / / 2S \ EXISTING CATCH SIN 1 ? 2 CONTRACTOR TO MAINTIAN 15 FOOT EL =25.51 TOP 0 TER�22.06 / > CLEARANCE FROM PSE OVERHEAD BOTTOM =17. 26 C7 POWER LINES. IE =17.64 ( PTY) SCALE: 1"=20' CALL '8 OR • :11 1 1 6- N 14 BLOCK WALE 12 "SS STD. GRATE 4 Z `�' - - - -= STO TM D IN UTLET E= 1299264.64 STA. 11 +85.50 6 / / m 0 0 "C \ RIM=/25.75± / N= 174017.63 7Q ° 0 °0 48 P S IE -19.39 / S MH _ CMP: STORM 12 N IE OUT =22.59 12 S IE IN =22.49 PRECAST OR 0 D CAST -IN PLACE BO CULVE T 1 SECTION, SEE DETAIL ' 11 18 STO DRAIN OUTLE 36 "C,P SE IE =24. 8 : ; IRRIGATION SYSTEM 1 c_n ° .......... .................. ......................... .......................... / 5 1 \� \�0 / �> 1 WATER : POWER I.E. UNKNOWN ..... ......................... FOR: LIGHT POLE? 40 IV 0 0 = = = = ° 0 In A /7\ / 3 —' O STA. 10 +00 ' yam° IJ o PROPOSED 4x6 BOX ' / 12 MP LIGHT OLEO - -- / / e CULVERT OUTLE 12 "SS IE =19.39 N= 174007.71 E= 1299264.64 ACCESS RISER ##1 e� STA. 10 +12 PROPOSED CULVERT ANGLE PINT N= 174017.63 E= 1299271.03 S MH _ RI E L =31.59 9 CMP: STORM 12 N IE OUT =22.59 12 S IE IN =22.49 PRECAST OR CAST -IN PLACE BO CULVE T 1 SECTION, SEE DETAIL ' 11 18 STO DRAIN OUTLE 36 "C,P SE IE =24. 8 Approved BPB g a WAq 007 o �O rP 37338 p Ctj� AL ,�Cs EXPIRES: 8/20/2007 CONSULTING ENGINEERS 701 DEXTER AVOW NDRTH SURE 200 SEATTLE, VASHIlOM 98109 CM 264 -0960 _ \ 12' TREES 1 / o / CAT H BASIN / e� / o/ RIM E =26.77 °tio 3 �12" MP S IE =25.37 1 "I I STO D AIN OUTLET ° / 1 "C P� IE =25.24 BH -7 SURV ONTROL \ / PT.# 105 N= 174043.12 E= 1299318.52 2 / O y o 28 D- 271104 tvI & il (w f Z. -1. OHPW AND OHCOM LINE LOCATIONS NO. I REVISION STORM DRAINAGE NOTES O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. O2 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE DURING CONSTRUCTION Q CONTRACTOR SHALL FILL PIPE WITH LIGHTWEIGHT CDF (SEE SPECS.) AND INSTALL PERMANENT CONCRETE PLUG IN END OF EXISTING STORM DRAIN PIPE AND ABANDON PIPE IN PLACE. 4 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL USE "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" O CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. © CONTRACTOR SHALL MAINTAIN 6" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 6" FOR REVIEW BY CITY. O7 CONTRACTOR SHALL INSTALL WATER LINE PER SPECS. ® CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND WATER LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" FOR REVIEW BY CITY. O9 CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS WITH UTILITY OWNERS. 10 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE EXISTING 18" SEWER LINE TO VERIFY LOCATION AND CONSTRUCTABILITY WITH BOX CULVERT. 11 CONTRACTOR SHALL CORE DRILL AND CONNECT EXISTING STORM PIPE TO NEW BOX CULVERT. LOCATION OF 8" PIPE SHOWN IS APPROXIMATE. CONTRACTOR TO PROVIDE TEMPORARY BYPASS UNTIL A PERMANENT CONNECTION IS MADE. 0 CONTRACTOR TO STAY UNDER 35 FOOT HEIGHT RESTRICTION SET BY SEATTLE CITY LIGHT. 0 LOCATIONS OF GEOTECH BORE HOLES ARE APPROXIMATE. 14 CONTRACTOR TO REMOVE ECOLOGY BLOCKS AND O DELIVERY TO CITY SHOP. COORDINATE DELIVERY WITH SHOP. RIP —RAP TO BE REMOVED, AS NEEDED. 15 CONTRACTOR TO TAKE PRECAUTION AND IMPLEMENT MEASURES TO PROTECT EXISTING SEWER LINE 16 PROTECT LIGHT POLE, OR REMOVE AND RESTORE AFTER CONSTRUCTION. 10 PROTECT TREES, CITY APPROVAL NEEDED FOR REMOVAL. 18 REMOVE 1 " IRRIGATION PIPE. RESTORE POWER AND WATER IMMEDIATELY AFTER CULVERT CONSTRUCTION PASSES AREA. 19 PROJECT SIGN PER CITY DETAIL, SEE SPECIFICATIONS. �0 CONTRACTOR SHALL FURNISH AND INSTALL TELEPHONE VAULT TO CONNECT TO EXISTING SYSTEM. CONTRACTOR SHALL COORDINATE WITH UTILITY. RECOMMENDED FOR APPROVAL By;- Daniel Carey - - -- Dane: -4 /9/07- ByI---------- - - - - -- Dater------ - By'---------------- Dater------ - By :---------- - - - - -- Dater- - - - - -- IDI-121711111014 ScaF �� ; DA NO ,� 9� TE: es, �► CITY 0 F AS SHOWN '' RENTON VILLAGE STORM SYSTEM PROJECT FlELD R E N TO N FAGS ONE INCH DATU M DRAWING NO: AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE IN SCALZ ACCORDINGLY PLAN AND PROFILE 4 °F` 12 o b a 0 N o CIO r r � x 1 r Fri ACCESS RISER ##1 = 1" WATER LE. UNKNOWN 42" CMP: STORM I.E. 18.25 POWER FOR EIGHT POLE? I.E. UNKNOWN 18 ": : ; IRRIGATION SYSTEM 1 .......... .................. ......................... .......................... :................... ......... ........... � PLANTER _ : - .................................... ......................... : ...... 1 WATER : POWER I.E. UNKNOWN ..... ......................... FOR: LIGHT POLE? - � IN PLANTING STRIP ? - . . . . .. - .... .................. .. ........... e .......- ......... ................. 1 $ : CE PLANTING: STRIP 40 = = = = = I.E. UNKNOWN RESTORE : PARKING SPACES TO MATCH EXISTING : : : FILL WITH: BANK RUN GRAVEL, COMPACT e : ........ - ........ : ............. ......:.......... .........:..................:...... : ............................... : ........................,.......... ... :.........- .- .......:....... EXISTING GROUND ..................... .. ................ ............. ....- ........ PROPOSED ........................., = : :................., CD PROPOSED: : GRADE (SLOPE + 4')66' BOX CULVERT : TO DRAIN) _ ......................:. _....-... 90 a.............. ....-:......... .........a-------- ........... . = Qw :........ ....... ...:.................. = - --�- -= ------ - - - - -- -----=---------------- - - - - -- -I- -- --------- - - - - -- = : 20 : : : : - 262 LF 4'x6' CONC. BOX CULVERT = = z � _� : ............a ......... : -- —� ......... ---- ..... ....I...... --- ,- :....... ............ - = —.'- ------- _ - :.................. ...... ............ :------ ............ - - - -- - --------------------------- = .................. s o.00?2 ---- ........... ...... I I =�t� -- - - - - -- - - -- — - -�-� _ .............:...................:....... ............:.................. : 20 a : = = IE =19.36 : STA. 10 +12 15 : CULVERT ANGLE POINT IE= 19:39..... = = = ........... ............. ..- .... ..... 1.8 LF 4'x6' CONC. BOX CULVERT S = 0.0022 = 7 ANTICIPATED EXTENT OF POOR SOILS = = :...................:...................:................... :.............. ................. ........ :................... e...... ............. :....... SEE DETAIL ............_...... ......... ....:...................:.....- :5 ........... :.................. .:................... :...... ............. :........ ....... ...... ................ :............... .......... ............ :........--- ....... HORIZONTAL SCALE: 1 " =20' - : = _ = VERTICAL SCALE: 1 " =5' cJ 10 +00 11+00 12 +00 13 +00 tvI & il (w f Z. -1. OHPW AND OHCOM LINE LOCATIONS NO. I REVISION STORM DRAINAGE NOTES O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. O2 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE DURING CONSTRUCTION Q CONTRACTOR SHALL FILL PIPE WITH LIGHTWEIGHT CDF (SEE SPECS.) AND INSTALL PERMANENT CONCRETE PLUG IN END OF EXISTING STORM DRAIN PIPE AND ABANDON PIPE IN PLACE. 4 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL USE "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" O CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. © CONTRACTOR SHALL MAINTAIN 6" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 6" FOR REVIEW BY CITY. O7 CONTRACTOR SHALL INSTALL WATER LINE PER SPECS. ® CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND WATER LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" FOR REVIEW BY CITY. O9 CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS WITH UTILITY OWNERS. 10 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE EXISTING 18" SEWER LINE TO VERIFY LOCATION AND CONSTRUCTABILITY WITH BOX CULVERT. 11 CONTRACTOR SHALL CORE DRILL AND CONNECT EXISTING STORM PIPE TO NEW BOX CULVERT. LOCATION OF 8" PIPE SHOWN IS APPROXIMATE. CONTRACTOR TO PROVIDE TEMPORARY BYPASS UNTIL A PERMANENT CONNECTION IS MADE. 0 CONTRACTOR TO STAY UNDER 35 FOOT HEIGHT RESTRICTION SET BY SEATTLE CITY LIGHT. 0 LOCATIONS OF GEOTECH BORE HOLES ARE APPROXIMATE. 14 CONTRACTOR TO REMOVE ECOLOGY BLOCKS AND O DELIVERY TO CITY SHOP. COORDINATE DELIVERY WITH SHOP. RIP —RAP TO BE REMOVED, AS NEEDED. 15 CONTRACTOR TO TAKE PRECAUTION AND IMPLEMENT MEASURES TO PROTECT EXISTING SEWER LINE 16 PROTECT LIGHT POLE, OR REMOVE AND RESTORE AFTER CONSTRUCTION. 10 PROTECT TREES, CITY APPROVAL NEEDED FOR REMOVAL. 18 REMOVE 1 " IRRIGATION PIPE. RESTORE POWER AND WATER IMMEDIATELY AFTER CULVERT CONSTRUCTION PASSES AREA. 19 PROJECT SIGN PER CITY DETAIL, SEE SPECIFICATIONS. �0 CONTRACTOR SHALL FURNISH AND INSTALL TELEPHONE VAULT TO CONNECT TO EXISTING SYSTEM. CONTRACTOR SHALL COORDINATE WITH UTILITY. RECOMMENDED FOR APPROVAL By;- Daniel Carey - - -- Dane: -4 /9/07- ByI---------- - - - - -- Dater------ - By'---------------- Dater------ - By :---------- - - - - -- Dater- - - - - -- IDI-121711111014 ScaF �� ; DA NO ,� 9� TE: es, �► CITY 0 F AS SHOWN '' RENTON VILLAGE STORM SYSTEM PROJECT FlELD R E N TO N FAGS ONE INCH DATU M DRAWING NO: AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE IN SCALZ ACCORDINGLY PLAN AND PROFILE 4 °F` 12 o b a 0 N o CIO r r � x 1 r Fri