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HomeMy WebLinkAboutD-226607co WATER VALVE INFORMATION SEE DR-6 A LINE - ANACORTES N'E NE & NE co -- { CL ALIGNMENT STATION NORTHING I POB 10 +00:00 185001.34 - - / PI 18 +78.99 184978.22 1312246.47 184978.22 :� PI 21+19-93 184973.59 1312487.36 I 184973.59 1312487.36 -_ ' WV RIM= 409.48 6"WV RIM EL 409.54 - 184964.57 1313001.98 B LINE - NE 10TH ST CONSTRUCTION N - STATION NORTHING EASTTNG POB 10 +00.09 184973.59 - RIM -40 TOP OF NUT 408 22 I. �. :TOP NUT = 408.15 BOT OF PIPE 406.4 EST :BOTTOM OF 6 " ,PIPE -, .406.3 185117.24 ' O'L 185117.24 1312491.14 � 185128.78 131249L45 185114.61 1312591 "11 PT 11+66.70 C' BOTTOM =40755 WV RIM = 409.51 6"µ.m TOP NUT= 408.23 DOC 57' 17'44.81 " PT 11+66.70 185139.96 (1 2 ^ NOTES: 185296.28 1312535.35 PC 13 +25:30 _ w 1NV= 408 -25, 6" PIPE E IWV= 408.05. 6' PIPE I j 6 "W BOTTOM OF 6 "PIPE -406- EST SSMIH RIM-409.52 7� Q L �-.. m�" 1312538.64 11 T 1312438=61 VJ is SEE NOTES 1 THROUGH 10 ON DR -4. 1312538.61 ' 185321..87 1312538.61 { ,;I 9 / I.E. 402.7$ 8" N',. � e ! 1312537.92 o .� m ML, i + I 185665.76 1312537.80 2. CONNECT EXISTING 6' STORM PIPE 185617.06 1312487 "92 - -ayP= - - 3 - I.E. 40282 8" S ! E. 402,82 $ w W n i 185667.04 1312489.23 POE 24+03.66 185684.85 TO NEW C8 #8B, WITH APPROX. D Q2 CB I NEW 6' PVC PIPE 0 2,00% SLOPE. n - 2 CBy 1 NACO oo �: oar doom , y r 3. CONTRACTOR TO POTHOLE -& SURVEY _ i- - - - \ \ -� $c"sT3 t T_ 1. /� f - - °' 3 "` - ,' n ' ` TE n 3 , LOCATION OF 2 GAS LINE &DETERMINE IF THERE I ^- �� ..- ry VE ! [w 6 m 1 IS A CONFLICT IN ADVANCE OF THE CONSTRUCTION. COORDINATE WITH PSE GAS FOR RELOCATION OF. Z m 1 ti' h ` - /`/ 2 SD 4' s� - _,. - �:: '' ' .. - x_ a o ° W m I I ( I GAS LINE IN ADVANCE SEE SPECIAL PROVISIONS): ( --I - 4 SD O �: - I �O A ` !a`' �UlN. w_ � - - 1 3100 a OABANDON EXISTING UTII I Y /J 02 SD ts� - - - - - - 10 +iR a - - ANACO AVE N - OZ REMOVE EXISTING UTILITY i ®SIDEWA�IC ,_- O7 A- UVE(NE 10TH STY- b Q3 CONNECT TO DRAIN STRUCTURE �a a _ RAMP OPLUG EXISTING STORM SEWER PIPE - r __ 1 w u QSD t�UTIUTY TO BE REMOVED OR RELOACTED BY OTHERS N w _ _ I ©REMOVE AND RELOCATE UTILITY RELOCATE EXISTING SIDE SEWER IF CONFLICTING a -Z WITH NEW 'STORM SEWER. SEE DETAIL d z - - - RAMP / _. - -_ - - 2 GAS LINE - - DD 1, ®REMOVE EXISTING SIDEWALKS AND CURB AND z z : m z CONFLICT SEE NOTE 3. GUTTER AND INSTALL SIDEWALK RAMP TYPE S2A SEE RENTON STD. PLAN F -3B:„ (REPLACE CURB AND SIDEWALKS AS ' NEEDED: P LAN SEE D R 6 S E REMO N STD PLANS. , - A LINE - ANACORTES N'E NE & NE 1 1 TH ST CONSTRUCTION CL ALIGNMENT STATION NORTHING EASTING POB 10 +00:00 185001.34 1311367.79 PI 18 +78.99 184978.22 1312246.47 PI 18 +78.99 184978.22 1312246.47 PI 21+19-93 184973.59 1312487.36 PI 21+19.93 184973.59 1312487.36 POE 26 +34.63 184964.57 1313001.98 B LINE - NE 10TH ST CONSTRUCTION (� ALIGNMENT STATION NORTHING EASTTNG POB 10 +00.09 184973.59 1312487.36 PC 11+43.70 185117.24 1312491.14 PC 11+43.70 185117.24 1312491.14 PI 11+55.25 185128.78 131249L45 185114.61 1312591 "11 PT 11+66.70 185139.96 1312494.38 DOC 57' 17'44.81 " PT 11+66.70 185139.96 1312494.38 PC 13 +28.30 185296.28 1312535.35 PC 13 +25:30 185296.26 131253,55-`, PI 13 +41.30 185308.86 1312538.64 185321:63 1312438=61 PT 13 +54.17 185321,87 1312538.61 PT 13 +54.17 185321..87 1312538.61 PC 16 +49.48 185617.18 1312537.92 PC 16 +49.48 185617.18 1312537.92 PI 16 +98.06 185665.76 1312537.80 185617.06 1312487 "92 PT 17 +26.58 185667.04 1312489.23 DOC 88'21'26.20" PT 17+26 "58 185667.04 1312489.23 POE 24+03.66 185684.85 1311812.39