Loading...
HomeMy WebLinkAboutS-326003O' I "11' U 0 � w � O Li Of Nw � Z — O� [if (n W b.I Z M CL 0 C 0 0 .O n rn a Y c m c ev o A s W VI S N a lI J w 1 (. z ► O_ i.� N (r (r > W cr X11 11. 430 420 410 390 380 SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 25 +00 American Engineers Planners • Surveyors Engineering 4032 148th Ave. N.E. Corporation Room", WA X8052 P"w (425) 881-7430 Fox (425) 881-7731 zFlt path & Nam �c'0(13 \031 \f nomeP►- +no's hwo�,E O.al�'SSF'h'1 dwg 9 29: 2005 308L"6 PM PD1 r 26 +00 ROAD "A" PUBLIC RECOMMENDED FQR APPRO AL 9Y: DATE 8Y. DATE: BY.- Y� ��� DATE: ,p eY: ... DATE: 40 27 +00 ROLL 2 0 0 430 420 410 390 380 28+00 430-- 420 0 0 o, o' L . - fDi;WAf:E- 0" N' 1 a EASEMENT 3 o � � v 410.- + / zz / V) w PROPOSED FINISH GRADE / (TYP.) ! EXISTING GRADE (TYP.) 400 156 LF 8" PVC S- 0.0050 C14 ai f d V) T tSEWER SSMH #2 SERVICE RIM 407.00 (TYP.) IE IN 395.76 390 � �� -+- - -- 0 QO o v vi T- o 40+00 41+00 DRIVEWAY ACCESS LOTS 4 -7 PRIVATE GRAPHIC SCE 15 _ 4 15 30 60 1 INCH a 90 FT. HORIZONTAL 2.5 0 2.5 5 10 I INCH m 5 FT V RTICAL 0 430 420 420 1420 I.� Q'Q � 3 EXISTING Q GRADE to .- — Z N w � u 11/ PROPO_ SED w 410 410 FINIKH GRADE S 410 Z(TYP.) \ cn cn w i J I 400 400 - `400 + 0 i 7? IF 8 w PVC -- 0.005 I SSMH #3 RIM 404.12 IE IN 396.64 ' IE OUT 396.54 390 42 +00 s- 32003 FR 0'25 CONNECT TO EX. ;SS IE 395.17 390 SSMH #1 RIM 407.00 IE IN 395.30 IE OUT 395.20 —5 LF 8" PVC S= d. 0050 SSMH Ig RIM 407.00 IE IN 395.76 IE OUT 395.66 ----1 390 • 1+00 SSMH #1 - SSMH #2 2 +00 ocP�s a- ab -�oo� SEWER PROFILES 15 OF 20 AEC #0312 r 4 vi ao 6 3 Uj -j Q� Z U W 2 cn v� a cr a Q w N t� C� on ao m rn a lI J w 1 (. z ► O_ i.� N (r (r > W cr X11 11. 430 420 410 390 380 SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 25 +00 American Engineers Planners • Surveyors Engineering 4032 148th Ave. N.E. Corporation Room", WA X8052 P"w (425) 881-7430 Fox (425) 881-7731 zFlt path & Nam �c'0(13 \031 \f nomeP►- +no's hwo�,E O.al�'SSF'h'1 dwg 9 29: 2005 308L"6 PM PD1 r 26 +00 ROAD "A" PUBLIC RECOMMENDED FQR APPRO AL 9Y: DATE 8Y. DATE: BY.- Y� ��� DATE: ,p eY: ... DATE: 40 27 +00 ROLL 2 0 0 430 420 410 390 380 28+00 430-- 420 0 0 o, o' L . - fDi;WAf:E- 0" N' 1 a EASEMENT 3 o � � v 410.- + / zz / V) w PROPOSED FINISH GRADE / (TYP.) ! EXISTING GRADE (TYP.) 400 156 LF 8" PVC S- 0.0050 C14 ai f d V) T tSEWER SSMH #2 SERVICE RIM 407.00 (TYP.) IE IN 395.76 390 � �� -+- - -- 0 QO o v vi T- o 40+00 41+00 DRIVEWAY ACCESS LOTS 4 -7 PRIVATE GRAPHIC SCE 15 _ 4 15 30 60 1 INCH a 90 FT. HORIZONTAL 2.5 0 2.5 5 10 I INCH m 5 FT V RTICAL 0 430 420 420 1420 I.� Q'Q � 3 EXISTING Q GRADE to .- — Z N w � u 11/ PROPO_ SED w 410 410 FINIKH GRADE S 410 Z(TYP.) \ cn cn w i J I 400 400 - `400 + 0 i 7? IF 8 w PVC -- 0.005 I SSMH #3 RIM 404.12 IE IN 396.64 ' IE OUT 396.54 390 42 +00 s- 32003 FR 0'25 CONNECT TO EX. ;SS IE 395.17 390 SSMH #1 RIM 407.00 IE IN 395.30 IE OUT 395.20 —5 LF 8" PVC S= d. 0050 SSMH Ig RIM 407.00 IE IN 395.76 IE OUT 395.66 ----1 390 • 1+00 SSMH #1 - SSMH #2 2 +00 ocP�s a- ab -�oo� SEWER PROFILES 15 OF 20 AEC #0312 r 4