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HomeMy WebLinkAboutS-361202PORTION OF THE NW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTEt o STA. 33+29.45 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE N a _ "XI5 or rCN rE OF S o RESPONSIBILITY T❑ DETERMINE THE AND -,JS nCzc cIlu"N OF S1°s'"3bN MGN 1 b...2,....3 0 + HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND j ra: 183,aas5053 FEET ;con; STA. 22 +33.0, 7.5' RT. UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO � E: 1,313.987.838 "EET (COR) :lo' REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES CD SSMH 3, SHALLOW MANHOLE -54" .._Ca ;u ( -°� r SERVED g3 CITY STD. P N 400.2 ARE SHOWN HEREON, THE ENGINEER ASSUMES NO ON GI ASS / Lq RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES B\ Y SEWER 102305 g2 RIM= 4�'r5E 4 %2i.$�j SSQ�FO O I ( x ppRCEt. # IE= 467 -7z�, 8'(E) STA. 23 +38.0 7.5' RT. 9Y SS i NOT SHOWN IN THEIR PROPER LOCATION. N ' 1 I STA: 33+14.44, FIELDS AVE NE +rjnES< " `��° ?•QJ3 MID GEiP,.WC�1_ SSMH 2, MANHOL -48° 15 ER EASEMENT TO THE CITY OF RENTON lye, °? SEW EASE O I _ : cRE > & GTU 'SA' PER ... 4 cr{nlw RIM =#�26. 47�•&0I EASEMENT TO BE OBTAINED PRIOR TO CONSTRUCTION R EL - E c`, CALL BEFORE YOU DIG, 1- 600 - 424 -5555 Z O 8 20H-00, SEWER CONST, as2e67, 5 sGe ? °, 6568023 . q vY yyAY II ^ i •.� t �- �. t STA. 13 +32.28 !r IE= 466c6•�, 8 "�W) _......... _. _..._._ - ��,,Z3 03 �O O I a >,\ r 15� 5_90 i. NO MONUMENT FOUND i:: 1 ` INT'X BOUNDARY iLINE T �m;t! - ` 6E1_ - - -- _ .. �._ H "' IE=�IGforSf®`I�TIZ.'CI1Lil. -ENGES ER X PpR n AT INTERSECTION C~.9 e &'iG ct r 0 T Z ..:r _ .,/ �•;.' -i '� ._� 11 +06.64 HOQUTAM AVE NE i - Nv..-f71 �3 s "crap {w) f .... it —J'aI7 GROUND; i ....�T:w.,.— - _.,,, �— .. ._ _ > _.... —,_. � ,� ! "� uOTE: PIPE (S 5" AT BAST END AnsC X Z o / -� J 7auEr� t�rtRKE„ 21`1 -00 , -''f t ;: -- -_: ., ......_- ..-_ .._ _ .. ,." 26,62 29,.. SEWER CONST , ,�r,,....? - " " "` S 88 °20'01 SEWER CONSTRUC'ION - -- _ _ _ ¢ n _ !`a_.....__ . — �c ' 22 +00 �L 2 +00 �.2/�0 - - - -s, - s k za n E zz:.;, '. �_ ? ; E 8th STREET F- — . o .� �.. __ R� - ........_...__._... ..._- ...1...� .,_ - - - - -- -- - -- - -- 4 TAX PARCEL ..102305 9405 - ¢ - p .�� ` a°, >t t , - r-�,�:. ,' .._ .. ...a 105 S ._. ___ ,O:Q_ - -- - - --- -- -- W G_ ..._,,.j�''TM I 1 � �- .... _ ..�...- -.,�.. ti� �-+- �2 OO� Z O d I rt DRA.YE;. vd'r, RV _152.26 - �........__...- 8" - - ` - - -- 320 LF., 8" PVC S ® S`= 0.50% 1 G a- , D -- — - =°0 = a o LF. PVC S, p S W y 4aa ,, E'A7/.INC / .52.1,71 >.cO•' -. s Ba2Ng._ -- - ' M 3. 4 EX. SSM 83 Q Z } I 1? ....._., ...._,. ® .I ,' - - -LP'�L _ - .- - - -- - EI =465.25, 8 °(S) I- I z cae ,. .t�:tnrr paw rr�l QO N I4 t 4 M � 1 PIPE ; ........._I � nN \N N T �I STA. 26 +60.49. 7.5' RT. Z O N\ j c3 i f s "snap I\ NI . e M w > I o nl y. RMMH4�3iri'473•� O h (I' °" "�< 15 SEWER EASEME TO THE CITY OF RENTON ___ �o^ I ow� a I ° h - - -_ / 11 -_� _. S <w IE- 464.87, 8" EX. EASEMENT TO BE 0 'AWED PRIOR TO_.C/DNSTRUCTION °z n W ° o^ o o^� V IE= 464.97, 8"(W)—NEW Z ,,1 ��;= C -rod,, ao 2 p cal !� `I w I : c, 1 STUDY ' . 9210 `f,. o m� ro: _IDk� -- _ z ✓ CONTRACTOR TO VERIFY EXISTING SEWER I( to ar OEL "IO'° �k sari SFy, `i I 3 <.� ! > I ! •� I.� HOUSE `. �- :" L #102305 II'N 3 d �� w� ._�,` 54,.5` ; t 5xsr c.7sE/ ',Tr:. t R' ` t .. �I� "' ELEVATION PRIOR TO CONNECTION; I ¢ e "? SERVED �\ (.E ; / TpX p pRCE ,la2,\ �"`�) z_ ' wv ( Il ,.,` 1 �_ .,_ 1 1 a5 sir t�,= R - j rt °I ;; IF ELEVATION SHOWN IS IN- CORRECT; NOTIFY i (� �: °'� I BY SEWER 9209 ', �`" �" r �""`' I i I =e15fi r'J ..4' TI' PJO w'i I,wl IZ i ENGINEER PRIOR TO CONNECTION. 10 905- J� �4 I Jk' h. �1 o �' �. v r w w E, CE # I P I �� �� I r > v =a7o,7s ?2'couc rs; - X PpR -q J� p I aJ ✓i �I �¢ ' �s .: u3 T a �r as �O ' t w -+w� , t B �, t; ( _. -..... 0 .c- « .- VV �o Q V)1 i ¢ _.« MAh KiosR O °' (. Fia 7' SYD[: DRAIN I:kE.:SAit� Gr!iVk'.: GP 1"Y,AY 3 `•, .-... .....t ... ....- ... -�-.., ..�......_......... ,i f rtr C Ai:54 „#<,?- xG _ .-... __.,_. ........ ool . .+70.23 12'coNC t,n; a ( r ..Nt,S c' a YPk: WtiCE I 7s:«, t _ i 2.z' s NoL r r �_ 1b< 8' - , .. I m,•. 4P8.8z ADS yry .w.... - -- _. _ _, _,— r 1 n Iry :ace.A4 .z 0s ._, � i '�— 77.18: �� ., _... -_ .._e _ ..... ,._.ry .._.�? —.._ -• 4 92 t i6.00 750., ..�.... r .:: �l Y7G 46 `14G�1f (R` #I) KNGi:: �'(� ...,� _,... ..._ i-.. t' < �; rv. . ^t” I•-iNN 470 it 6 CJh., W` a6' 1i' `- SPENCER o }MOOD r / ?, N ! ,':; a c t 4C� tip Caw- ,i I_J9U 3G O7 i 7 f ,E. LF ;E P. i R /2, tviH /e j/ w1 e r «f e "f4'.'- I t HENDEE -- .���`((j' 1 Nv -47n.a s2`c:oN., s �- ( T'ENT,E: �� ' G 7 M1 F' .' '1 ? �.,..._. - .._..,.. .. i CONCRETE C';,G v. U r '1-- m. ..,. .- _ - �<> E r„G -- luv- 4sE.E2 12.::,wc CI:7 t o t+ i ct� « .— ... -_... _. _._._ r,8„d'�. FINISH 3RfiDE 1 7 ?T`JBR o n m CID TO 4' 1 Q 3 -< { N m w ! tiVQvC PCNCH d ° -r I m N 1 1 i l o 1 z ok4° •.� o�'�y� O p �C as o � wz N N N a- N N Y �h V t ~TO F O z r 2 o W� o U O U ~a � K u U U Q O z 3 0 0 tr � z ok4° •.� o�'�y� , x ( M, 1•" , 4 G OnAiP M 1 + 0 < ' ktG. he 7410,2603,,57 m *a r"i y J A ° >I SERVED ( S=361204 0 BY SEWER z w n 1 fvbL 5u 'u s1; .J I � �, rn EX. SSMH <� �L; o HIM= FIELDS FIELDS AVE. NE, STA. 30 +00.00 IF =, 66, 8"(N) 1�1`•: FOUND MON +/- 1.5' DOWN )) x'° J'j LEAD & TACK IN CONC. (NO CASE) - IE- 459.58, 8°(E ((({ U 0.37' N & 0.07' E ..- ___...- _.._.__ __- _.w...... ....._,.._ .. IE= 459.62. 8 "(S .30' ..._. .....- .,_...._..__..:_....._.,. IE- 459.90, 8" W) 1 J 99E IN'peQ ° 6 - N D8'2o'0u° W 1 i o NT'X UIAM NE — 7th PLACE z J (,, r r;r. N /2, NRI `,#4, NIF ?/4, sr ,j4) NE 7th PLACE ° & HOQUAM AVE NE z _ .L,+ PER CITY AS -BUILT O _ "' SEWER PLANS, S -3278 W �"' Q NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT N I ON RsoN cns U CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL ^uNl7 FAO & Iv coNC. `V G Ga' s 3c 0.07' Ve Q SEWER CONSTRUCTION PROFILE STA. 33- F14.44, FIELDS AVE NE STA. 11 +06.64 HOQUTAM AVE NE w STA. 20+00, SEWER CONST. Cr - STA. 26+62.29, SEWER CONST. I Z r m.... _. ._ __. . w... ._..EX: GRADEi.�. CL i. ....... ._...... ._....... _..... _.... _ LLI m. _ y, z mm 470 ¢' - �.. ._ o �? U a L �/ ....... ........C. .__.. ® ._ ' Q..__... , _.....__. �- EX. 12" PIPE -�`.� I(,7 .470 V �O� ' U) LL .. ., ...... ... ;,.... ...... .. ..___. ,......__ i....... t N _ �.. .. , GRAPHIC N. _ .. o. ZSCALE = D W 105 LF., '8" PVC SS w 320 LF 8' :PVC SS ®S=C 507 - 5 0 5 10 NN o .....__ a {.f. ui _.. N vertical scale feet z v� °N o N .. — Q 3 X 30 0 30 60 W m wo. 9 cN W w z o 460 ° �1`�- a o ti^ 3 a w^ horizontal scale feet w z _. . \— w z L 46p RRECOMMENDED FOR APPROVAL _ m U m rp �i BY'7l Datet.3 �n�' &tZ DATE 09/20/2011 m Y(iv �.¢.QI' JOB N0. 2 I II o I er BY' �,- _ Date, Z G 20/2 N WWI: (n2 II II ....... cn:y .w W DWG NO A11110 21 +00 22 +00 23 +00 24 +00 26 +00 BY' ate, 25 +00 D m I SHEET / BY' Date, 2 OF 3 O p �C as o � wz 1 E� ~w Y �h V t ~TO F U Zzo� W� a6 WN wa u O z 3 , x ( M, 1•" , 4 G OnAiP M 1 + 0 < ' ktG. he 7410,2603,,57 m *a r"i y J A ° >I SERVED ( S=361204 0 BY SEWER z w n 1 fvbL 5u 'u s1; .J I � �, rn EX. SSMH <� �L; o HIM= FIELDS FIELDS AVE. NE, STA. 30 +00.00 IF =, 66, 8"(N) 1�1`•: FOUND MON +/- 1.5' DOWN )) x'° J'j LEAD & TACK IN CONC. (NO CASE) - IE- 459.58, 8°(E ((({ U 0.37' N & 0.07' E ..- ___...- _.._.__ __- _.w...... ....._,.._ .. IE= 459.62. 8 "(S .30' ..._. .....- .,_...._..__..:_....._.,. IE- 459.90, 8" W) 1 J 99E IN'peQ ° 6 - N D8'2o'0u° W 1 i o NT'X UIAM NE — 7th PLACE z J (,, r r;r. N /2, NRI `,#4, NIF ?/4, sr ,j4) NE 7th PLACE ° & HOQUAM AVE NE z _ .L,+ PER CITY AS -BUILT O _ "' SEWER PLANS, S -3278 W �"' Q NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT N I ON RsoN cns U CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL ^uNl7 FAO & Iv coNC. `V G Ga' s 3c 0.07' Ve Q SEWER CONSTRUCTION PROFILE STA. 33- F14.44, FIELDS AVE NE STA. 11 +06.64 HOQUTAM AVE NE w STA. 20+00, SEWER CONST. Cr - STA. 26+62.29, SEWER CONST. I Z r m.... _. ._ __. . w... ._..EX: GRADEi.�. CL i. ....... ._...... ._....... _..... _.... _ LLI m. _ y, z mm 470 ¢' - �.. ._ o �? U a L �/ ....... ........C. .__.. ® ._ ' Q..__... , _.....__. �- EX. 12" PIPE -�`.� I(,7 .470 V �O� ' U) LL .. ., ...... ... ;,.... ...... .. ..___. ,......__ i....... t N _ �.. .. , GRAPHIC N. _ .. o. ZSCALE = D W 105 LF., '8" PVC SS w 320 LF 8' :PVC SS ®S=C 507 - 5 0 5 10 NN o .....__ a {.f. ui _.. N vertical scale feet z v� °N o N .. — Q 3 X 30 0 30 60 W m wo. 9 cN W w z o 460 ° �1`�- a o ti^ 3 a w^ horizontal scale feet w z _. . \— w z L 46p RRECOMMENDED FOR APPROVAL _ m U m rp �i BY'7l Datet.3 �n�' &tZ DATE 09/20/2011 m Y(iv �.¢.QI' JOB N0. 2 I II o I er BY' �,- _ Date, Z G 20/2 N WWI: (n2 II II ....... cn:y .w W DWG NO A11110 21 +00 22 +00 23 +00 24 +00 26 +00 BY' ate, 25 +00 D m I SHEET / BY' Date, 2 OF 3 O p �C as o � dG ,rays 1 N �m