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Home My WebLink AboutS-315222,N^ V I t�l M 1 LO . -i W o ...� . � ..!ro N a 1 ■ P1AnT \A\ \ / 11 T\ 1111- A\ / / I A T \..! AA III,. ,' l r r ... . . /\ . \& \T\/ \ A/ A A\ O \ o j \ (%) N PROPOSED 10' J � (� G CCIA /CD CA CCAACAIT Ld J ■ ■ D Y Q Q Z d Of a- I- Cl:� U) LLI Q 2i LLJ �W I- Q N a 0 OE >_4z hw IH a U GO y c 0 d 9 4W Q � �Y p i N o yotl 480 IIIQI F 1 460 0 q z 0 rn w I 440 31 3&- LF ® - S= 0.0200 FT /FT I.E.-44q --wnz _ 451.14 C4 C4 W "}' N + N + N 7 I, VERTICAL LOCATION' ON ARE THE RESULT JNDER -- MY DIRECTION K PERFORMED IN w_.__.. STORM DRAINAGE CROSSING > J m w W m I.E. 453.22 I'`I STORM DRAINAGE y E.- 448.95... .._. # e o:. __. __.. ___. __. __. __ .. . ... ........... ..., 58.4 -59- L.F. - 8"o PVC 46.5 -48- L.F. - 8 "¢ PVC X94- L.F. - $'o PVC ® S ';= 0.0074 FT /FT Ce7 S = 0.0092 FT /FT 290.3 ! ® S 0.0094 FT /FT S S M H 4 TYPE 1 RIM 457.66 457.49 -. 1.0' MIN 448.91 - ;8!'4._E, 8 °0 SW. ,. _.__. _._._ __.... _.._. .._ _ _ _ __... ___- SEPERATION I E _ - 448:81 -8 "0 NW S.S.MiH 8 TYPE 1 ___ ___ _(TYP.) _ - I.E. = 448.67 (CTR CHANNEL) 467.41 9A RIM 457.70 I.E. = �448:SZ^-8" 4. S S S M. H. TYPE 1 KEY MAP I.E. - 148 -2-870 N RIM =- 458.89- 459.05 NOT TO SCALE E. - 448.24 (CTR CHANNEL) E - 448.18 8 "S LE. = 44'8:G8; 6'0 N I.E.''.. = 447.81 (CTR CHANNEL) 20 +00 21+00 22 +00 23 +00 PER DEIAIL SHEEI 9 (IYP) !o) !M •. id 24 +00 SCALE: 1" = 20' 20' 10' 0 20' 40' HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM -NORTH ZONE VERT, DATUM: NAVD 88 BENCHMARK: 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. ELEVATION = 467.77'. 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH °X' OF IOWA FIRE HYDRANT AS SHOWN ON MAP, BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470.26'. 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER. OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465,16'. L.P. ELEV = 452.31 L.P. STA = 24 +94.63 PVI STA 24 +99.24 480 _PVI _ELEV =_457 20 A.D. = 5.97 - - K = 25.14 . 150 00' VC C N N m w 460 70.5-q4-L.F. - TO PVC 57.2 s = n nn,zP d S = 0.0062 FT /F( - 440 N, 8"0 NE S.S M H 11 Ty 1 ANNEL) RIM 152.06 452.17 I.E. -44 5-- 8 "6 SE I.E 4+5-7 -9'0 SW LE 445:53 (C,TR_CHANNEL) ___ __._.. CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Date BY Date BY Date BY uLt � �z -ScarU 5 -315aa .Q, a: -".T- REVISION:' NO. DESCRIPTION /DATI: BY 1 COMMENTS 1/23/04 ESM 2 SEWER ADJ. 2/12614 ESM 3 AS -BUILT 09- 19 -0'; ESM NM, - px ' f Q:• yp� c4.:F� zzBBa qPO FG /STERE� d '� /ONAI Ea` IXPIRES 10/19/1,, d 3 U o v V J Y J S ° V C ICd tl W ® ale z ad 4m 'JJ c7 z W !� od d z� �d _ ■ ad ~ < m E L_ J 3 z a ■m > f,JU. 0 U N N m E m !!m N flc mj W V >s Oa z O f- z Z 2 Q LLI J 4. 0 D_ C? C3 Z a t� Q Ig W Qf T� W Z W V) 0) W� Z Z Q N J_ 5 m I Q Z 0 U 0 z `1 JOB NO.: 1062- 001 -003 DWG. NAME: AS -SS -03 DESIGNED BY: :', SJW DRAWN BY: OR CHECKED BY: G1L -JK DATE: 12j1/03 DATE OF 10 -21 -': )5 PRINT: SS- 0d.i rJ OF 9 SI -eETS SCANNED OCT 8 8!1'005 LO . ...� . ..!ro II AS -BUILT CERTIFICATION: -.. L.P. E ELEV - -! 457.29 - H.P. E ELEV, = 459.87 - 1 1 HEREBY CERTIFY THAT THE HORIZONTAL r H - - H.P. S STA 27 +68.14 O OF THE SANITARY SEWER LINES SHOWN LP._ S STA - 2 20 +45.61 ',. . .._ _ ___. - - -- - - -- -PVI S STA 21 +61;22 .- - --- - -- - - - - OF A FIELD- SURVEYI- PERFORMED BY-ME _ : :PVI S STA - 2 20 +56.80. P PVI E ELEV ':'= 460.66 - T THE ABOVE CERTIFICATE IS BASED UPON 'PVI ELEV 1 456.80 A A.D. _ -6.50 - - A ACCORDANCE WITH GENERALLY ACCEPTED 13 4 ''. P PRAIWE MAKE! NO OTHER WARRANI o- A A.D. 1 5,70 K K -'. 15.38 ' OR D. O 1 100.00' VC O ' 7 75.00'.'VC o+ G GA V I , I.S. : NO. 31667 N ' ',. EXISTING ' ',, N N o '', D V, I o N GRADE o ' DAT � N N N O O> N N m m! o of m m I, VERTICAL LOCATION' ON ARE THE RESULT JNDER -- MY DIRECTION K PERFORMED IN w_.__.. STORM DRAINAGE CROSSING > J m w W m I.E. 453.22 I'`I STORM DRAINAGE y E.- 448.95... .._. # e o:. __. __.. ___. __. __. __ .. . ... ........... ..., 58.4 -59- L.F. - 8"o PVC 46.5 -48- L.F. - 8 "¢ PVC X94- L.F. - $'o PVC ® S ';= 0.0074 FT /FT Ce7 S = 0.0092 FT /FT 290.3 ! ® S 0.0094 FT /FT S S M H 4 TYPE 1 RIM 457.66 457.49 -. 1.0' MIN 448.91 - ;8!'4._E, 8 °0 SW. ,. _.__. _._._ __.... _.._. .._ _ _ _ __... ___- SEPERATION I E _ - 448:81 -8 "0 NW S.S.MiH 8 TYPE 1 ___ ___ _(TYP.) _ - I.E. = 448.67 (CTR CHANNEL) 467.41 9A RIM 457.70 I.E. = �448:SZ^-8" 4. S S S M. H. TYPE 1 KEY MAP I.E. - 148 -2-870 N RIM =- 458.89- 459.05 NOT TO SCALE E. - 448.24 (CTR CHANNEL) E - 448.18 8 "S LE. = 44'8:G8; 6'0 N I.E.''.. = 447.81 (CTR CHANNEL) 20 +00 21+00 22 +00 23 +00 PER DEIAIL SHEEI 9 (IYP) !o) !M •. id 24 +00 SCALE: 1" = 20' 20' 10' 0 20' 40' HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM -NORTH ZONE VERT, DATUM: NAVD 88 BENCHMARK: 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. ELEVATION = 467.77'. 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH °X' OF IOWA FIRE HYDRANT AS SHOWN ON MAP, BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470.26'. 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER. OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465,16'. L.P. ELEV = 452.31 L.P. STA = 24 +94.63 PVI STA 24 +99.24 480 _PVI _ELEV =_457 20 A.D. = 5.97 - - K = 25.14 . 150 00' VC C N N m w 460 70.5-q4-L.F. - TO PVC 57.2 s = n nn,zP d S = 0.0062 FT /F( - 440 N, 8"0 NE S.S M H 11 Ty 1 ANNEL) RIM 152.06 452.17 I.E. -44 5-- 8 "6 SE I.E 4+5-7 -9'0 SW LE 445:53 (C,TR_CHANNEL) ___ __._.. CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Date BY Date BY Date BY uLt � �z -ScarU 5 -315aa .Q, a: -".T- REVISION:' NO. DESCRIPTION /DATI: BY 1 COMMENTS 1/23/04 ESM 2 SEWER ADJ. 2/12614 ESM 3 AS -BUILT 09- 19 -0'; ESM NM, - px ' f Q:• yp� c4.:F� zzBBa qPO FG /STERE� d '� /ONAI Ea` IXPIRES 10/19/1,, d 3 U o v V J Y J S ° V C ICd tl W ® ale z ad 4m 'JJ c7 z W !� od d z� �d _ ■ ad ~ < m E L_ J 3 z a ■m > f,JU. 0 U N N m E m !!m N flc mj W V >s Oa z O f- z Z 2 Q LLI J 4. 0 D_ C? C3 Z a t� Q Ig W Qf T� W Z W V) 0) W� Z Z Q N J_ 5 m I Q Z 0 U 0 z `1 JOB NO.: 1062- 001 -003 DWG. NAME: AS -SS -03 DESIGNED BY: :', SJW DRAWN BY: OR CHECKED BY: G1L -JK DATE: 12j1/03 DATE OF 10 -21 -': )5 PRINT: SS- 0d.i rJ OF 9 SI -eETS SCANNED OCT 8 8!1'005 20 +00 21+00 22 +00 23 +00 PER DEIAIL SHEEI 9 (IYP) !o) !M •. id 24 +00 SCALE: 1" = 20' 20' 10' 0 20' 40' HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM -NORTH ZONE VERT, DATUM: NAVD 88 BENCHMARK: 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. ELEVATION = 467.77'. 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH °X' OF IOWA FIRE HYDRANT AS SHOWN ON MAP, BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470.26'. 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER. OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465,16'. L.P. ELEV = 452.31 L.P. STA = 24 +94.63 PVI STA 24 +99.24 480 _PVI _ELEV =_457 20 A.D. = 5.97 - - K = 25.14 . 150 00' VC C N N m w 460 70.5-q4-L.F. - TO PVC 57.2 s = n nn,zP d S = 0.0062 FT /F( - 440 N, 8"0 NE S.S M H 11 Ty 1 ANNEL) RIM 152.06 452.17 I.E. -44 5-- 8 "6 SE I.E 4+5-7 -9'0 SW LE 445:53 (C,TR_CHANNEL) ___ __._.. CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Date BY Date BY Date BY uLt � �z -ScarU 5 -315aa .Q, a: -".T- REVISION:' NO. DESCRIPTION /DATI: BY 1 COMMENTS 1/23/04 ESM 2 SEWER ADJ. 2/12614 ESM 3 AS -BUILT 09- 19 -0'; ESM NM, - px ' f Q:• yp� c4.:F� zzBBa qPO FG /STERE� d '� /ONAI Ea` IXPIRES 10/19/1,, d 3 U o v V J Y J S ° V C ICd tl W ® ale z ad 4m 'JJ c7 z W !� od d z� �d _ ■ ad ~ < m E L_ J 3 z a ■m > f,JU. 0 U N N m E m !!m N flc mj W V >s Oa z O f- z Z 2 Q LLI J 4. 0 D_ C? C3 Z a t� Q Ig W Qf T� W Z W V) 0) W� Z Z Q N J_ 5 m I Q Z 0 U 0 z `1 JOB NO.: 1062- 001 -003 DWG. NAME: AS -SS -03 DESIGNED BY: :', SJW DRAWN BY: OR CHECKED BY: G1L -JK DATE: 12j1/03 DATE OF 10 -21 -': )5 PRINT: SS- 0d.i rJ OF 9 SI -eETS SCANNED OCT 8 8!1'005 70.5-q4-L.F. - TO PVC 57.2 s = n nn,zP d S = 0.0062 FT /F( - 440 N, 8"0 NE S.S M H 11 Ty 1 ANNEL) RIM 152.06 452.17 I.E. -44 5-- 8 "6 SE I.E 4+5-7 -9'0 SW LE 445:53 (C,TR_CHANNEL) ___ __._.. CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Date BY Date BY Date BY uLt � �z -ScarU 5 -315aa .Q, a: -".T- REVISION:' NO. DESCRIPTION /DATI: BY 1 COMMENTS 1/23/04 ESM 2 SEWER ADJ. 2/12614 ESM 3 AS -BUILT 09- 19 -0'; ESM NM, - px ' f Q:• yp� c4.:F� zzBBa qPO FG /STERE� d '� /ONAI Ea` IXPIRES 10/19/1,, d 3 U o v V J Y J S ° V C ICd tl W ® ale z ad 4m 'JJ c7 z W !� od d z� �d _ ■ ad ~ < m E L_ J 3 z a ■m > f,JU. 0 U N N m E m !!m N flc mj W V >s Oa z O f- z Z 2 Q LLI J 4. 0 D_ C? C3 Z a t� Q Ig W Qf T� W Z W V) 0) W� Z Z Q N J_ 5 m I Q Z 0 U 0 z `1 JOB NO.: 1062- 001 -003 DWG. NAME: AS -SS -03 DESIGNED BY: :', SJW DRAWN BY: OR CHECKED BY: G1L -JK DATE: 12j1/03 DATE OF 10 -21 -': )5 PRINT: SS- 0d.i rJ OF 9 SI -eETS SCANNED OCT 8 8!1'005 SCANNED OCT 8 8!1'005