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Home My WebLink AboutzS-3612SetPORTION OF THE NW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON N ` wzo Z 00 WTI Qz� Of On LLJ O D_ CID rl W J Z) a O 3 U U� m �k C ro 0 a 3 Y 1=; Im z 0 rn i i i 0 z MAURO ♦ ft I • • • go SANITARY SEWER GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. rn 0 v r M N No c n °o 3 O Q c U J m � � U 1 �m N c�a M M M N co to N N � 3 3. i� N !n 0 0 000 °° 0 o oN VICINITY MAP PROJECT LOCATION NE NE Sm VICINITY MA_ � SCALE' P N75 11`• 1 CITY OF RENTON #1849 EXISTING CENTER OF SECTION MON 10 -23 -5 END. GONG. MON. IN CASE. N: 183,615.5053 FEET (COR) E: 1,313,987.638 FEET (COR) z BENCH MARK w VINEYARDS CONSTRUCTION, LLC Lo I z 00 M W oo 0 M THE WEST 150 FEET OF THE EAST 180 FEET OF THE NORTH HALF OF THE z By: Hill ENGINEER: OFFE ENGINEERS, PLLC Cn ATTN: DARRELL OFFE, PE 10 13932 SOUTHEAST 159TH PLACE W Q RENTON, WASHINGTON 98058 -7832 EXCEPT THE NORTH 30 FEET THEREOF. W O FAX NUMBER: 425 - 988 -0292 Q darrell.offe@comcast.net SURVEYOR: HANSEN SURVEYING 6PARCEL U ATTN: RODNEY HANSEN, P.L.S. D �: 17701 — 108TH AVENUE SE, PMB #208 THE WEST 75 FEET OF THE EAST 225 FEET OF THE NORTH HALF OF THE KENT, WASHINGTON 98055 OFFICE NUMBER: 425 - 235 -8440 FAX NUMBER: 425 - 235 -0266 OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE honsensurvey ®comcast.net 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 30 FEET THEREOF. Im z 0 rn i i i 0 z MAURO ♦ ft I • • • go SANITARY SEWER GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. rn 0 v r M N No c n °o 3 O Q c U J m � � U 1 �m N c�a M M M N co to N N � 3 3. i� N !n 0 0 000 °° 0 o oN VICINITY MAP PROJECT LOCATION NE NE Sm VICINITY MA_ � SCALE' P N75 11`• 1 CITY OF RENTON #1849 EXISTING CENTER OF SECTION MON 10 -23 -5 END. GONG. MON. IN CASE. N: 183,615.5053 FEET (COR) E: 1,313,987.638 FEET (COR) z BENCH MARK w VINEYARDS CONSTRUCTION, LLC Lo I z 00 M W oo 0 M THE WEST 150 FEET OF THE EAST 180 FEET OF THE NORTH HALF OF THE z By: Q ENGINEER: OFFE ENGINEERS, PLLC Cn ATTN: DARRELL OFFE, PE 10 13932 SOUTHEAST 159TH PLACE W Q RENTON, WASHINGTON 98058 -7832 EXCEPT THE NORTH 30 FEET THEREOF. W NO MONUMENT FOUND VERTICAL DATUM: NAVD88 CITY OF RENTON #1851 3 1/2" DOMED BRASS DISC WITH PUNCH MARK ON CONCRETE STREET SURFACE AT THE CONSTRUCTED INTERSECTION OF NE 4TH STREET (SE 128TH STREET) & 140TH AVENUE SE. ELEVATION= 398.545' FOUND MON +/- 1.5' DOWN LEAD & TACK IN CONC. (NO CASE) 0.37'N &0.07'E NE 7th PLACE q _ - - - - N 88'2 .09' 662.09' 'a CITY OF RENTON #1851 cO SURFACE MON of N: 180,978.6275 FEET (CDR) 1 E: 1,313,999.609 FEET (COR) COR #1849 TO COR #1851 S 00'15'27" E 2636.97 (M) S 00'15'36 "E 2636.90' (COR) S.1/4 CORNER OF SECTION 10 -23 -5 SURFACE MON CONTACT INFORMATION OWNER / DEVELOPER: VINEYARDS CONSTRUCTION, LLC ATTN: BOB WENZL PARCEL "A" P.O. BOX 6127 N BELLEVUE, WASHINGTON 98008 z OFFICE PHONE: 206 - 714 -6707 THE WEST 150 FEET OF THE EAST 180 FEET OF THE NORTH HALF OF THE FAX NUMBER: 425 - 968 -5187 By: Bob @belmonthomeswa.com ENGINEER: OFFE ENGINEERS, PLLC THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 ATTN: DARRELL OFFE, PE 10 13932 SOUTHEAST 159TH PLACE W Q RENTON, WASHINGTON 98058 -7832 EXCEPT THE NORTH 30 FEET THEREOF. OFFICE NUMBER: 425 - 260 -3412 O FAX NUMBER: 425 - 988 -0292 Q darrell.offe@comcast.net SURVEYOR: HANSEN SURVEYING 6PARCEL U ATTN: RODNEY HANSEN, P.L.S. D �: 17701 — 108TH AVENUE SE, PMB #208 THE WEST 75 FEET OF THE EAST 225 FEET OF THE NORTH HALF OF THE KENT, WASHINGTON 98055 OFFICE NUMBER: 425 - 235 -8440 FAX NUMBER: 425 - 235 -0266 OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE honsensurvey ®comcast.net TABLE OF CONTENTS SHEET NUMBER TITLE 1 HORIZONTAL & VERTICAL CONTROL 2 SANITARY SEWER PLAN & PROFILE 3 SEWER DETAILS �I NE 8th STREET LEGAL DESCRIPTION PARCEL "A" W N r z Date: THE WEST 150 FEET OF THE EAST 180 FEET OF THE NORTH HALF OF THE W By: NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 z 10 EAST, W.M., IN KING COUNTY, WASHINGTON; W Q � EXCEPT THE NORTH 30 FEET THEREOF. 3 O O Q U "B" O 6PARCEL U D �: I ro THE WEST 75 FEET OF THE EAST 225 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER n OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE = 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 30 FEET THEREOF. �^ r� PARCEL "C" N z I z N THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTH OF MCCLAIN U ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 59 OF Z vwi PLATS, PAGE 61, IN SAID COUNTY, AND LYING BETWEEN THE NORTHERLY w EXTENSION OF THE EASTERLY AND WESTERLY LINES OF LOT 2, BLOCK 1 ?e OF SAID ADDITION; _v rn EXCEPT THE NORTH 30 FEET THEREOF. PROPERTY ADDRESS: 765 HOQUTAM AVENUE NE, RENTON, i WASHINGTON, 98059 - - - -- TAX PARCEL NO.: 102305 -9165, 102305 -9180, 102305 -9229 FOUND MON IN CASE LEAD & TACK IN GONG. 0.08'S &0.07' W RECOMMENDED FOR APPROVAL By: Date: By: Date: N r By: Date: By: Date: NI�IK V) 24 0 w d§ > o W�m w o ° W3� zxc �Qa 0 m e WE C) 0 ' o m ❑ w z w ❑ U 0 J Z Z 0 U � � U U) L.1� 0 > U otS U) J LL Q z 0 W z Lw Z �0 > w w TX u, DATE 09122/2011 JOB NO. N r DWG NO. SHEET 1 OF 3 O O N N N N rn N Z Z 220 0 0 a 0 It �: m U o w a m 00 >> fr x N N N wl p Q p NI�IK V) 24 0 w d§ > o W�m w o ° W3� zxc �Qa 0 m e WE C) 0 ' o m ❑ w z w ❑ U 0 J Z Z 0 U � � U U) L.1� 0 > U otS U) J LL Q z 0 W z Lw Z �0 > w w TX u, DATE 09122/2011 JOB NO. DWG NO. SHEET 1 OF 3 PORTION 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 -oil N 0 T to jo 0) N N 0) O M N O p) Z O � 00 0 _J Z O Q Q LIJ 0-' zzn 1110 Qz Lil J � rr, H Q O 0 07 a O 0 U c v AA m 1a m G a f M M of !� z O N_ LiLzo W (SEE NOTE 4) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) rf :' O.D. OF PIPE FOUNDATION LEVEL /�� /_ 61, f / /�%Tr9 / 6„ NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 957 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. 5. TRENCH BACKFILL SHALL CONFORM TO `BACKFILLING" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. PIPE BEDDING FOR SANITARY SEWER STD. PLAN - 405.0 MIN MINE MIN IMIN MIN I T T Fm - FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS 'B' CENTER LINE OR LANE LINE 6.5' MIN. 1' 1' 2.5' -.{ 1' 1' MIN IMIN r MIN MINIMIN \ VACP CLASS 'E' OR 'B' ` 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER I TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO 6.5' MIN. 2" DEPTH OF ROADWAY CENTERLINE GRIND OR SAWCUT AND REMOVE \SY _ADOPTED UA CITY OF RQITON e ,p srANUn: 12/96 NS t8l' DATE: 12/88 SEE DWG# HR -05 FOR MINIMUM STANDARDS OATS REVISION BY APPR DWG. NAME: HR -23 SP PAGE: H032A �4 TYPI('AI PATCH FnR Fl FXIRI F PAVFNAFNT N.T.S. 0 ! 2"x 2" STUD MARKER POST PAINTED WHITE: WITH THE NOR "SEWER" STENCILED PROPERTY LINE_ IN 3" HIGH BLACK LETTERS AND #6 WIRE WRAPPED AROUND THE STUD AND z EXTENDED TO THE TOP OF THE STUD. o FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER A -TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER K a 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1;3:5 MIX CONCRETE BLOCKING 6 "x6 "x6" WYE WITH A SURFACE CLEANOUT WITH CAST IRON RING & COVER (EAST JORDAN IRON WORKS 2975 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID, SEE STD. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: OJj A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE ((V` COUPLINGS(FERNCO OR APPROVED EQUAL). �0 B. CONCRETE MAIN - CORE - DRILLED WITH ROMAC SADDLE (OR APPROVED EQUAL). SLOPE C. PVC MAIN -CORE- DRILLED WITH ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS �J HORIZONTAL D. DUCTILE IRON MAIN -CORE- DRILLED `NTH ROMAC SADDLE 6" SIDE OUTLET TEE (OR APPROVED EQUAL). SEWER MAIN SEWER MAIN 6" MIN. E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL CONCRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE OF TEE AT MAIN OVER 25 TYPICAL ID R ELEVATION STRUCTURE SHALL BE CORE- DRILLED. ELEVATION NOTE: UNLESS OTHERNJISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. SEWER MAIN TO PROPERTY LINE) STD. PLAN - 406.1 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 MANHOLE FRAME AND COVER PER DRAWING 401. V1 0 L 4" 54" 1'. < .44 tea. a 4 y G - 4" MIN. TO 12" MAX. x °ro 0 z s a NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTART ONLY BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR AND COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE:. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL BE EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SANITARY SEWER MANHOLE STD. PLAN - 400.2 5- 361203 By, Date, z G 2e /L q By, Date, V By, Date, By, Date, CID ; 5-3. r�a3 � V�// Pop WV� W w °mom z00 F a w�zo� W d' W N ' o Z W V O AVJ 1 0 N ri N z2 w Z n O 2 h O n U W N U w a' cl w a. w z 0 In w N N w O a O O m � 0 Y w S U 9 O m � 0 z W 0 U O F_ U L.L U) O U) z W _Z Z O F w> w J w U t0 v! J W4 T DATE U7 /U9 /YU12 JOB NO. DWG N0. SHEET 3 OF 3 q " C a 9 V a-+ N N PORTION OF THE NW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTE, a s N N n°i N EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. {\ o STA 33+29.45 IT SHALL BE THE CONTRACTOR'S N N it - tadTCh tilaas o RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND w m EXISTNO CENTER OF SEGIION SON + HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND z z �[ }l.onc roaar�� CAS P, N UTILITTES PRIOR TO COMMENCING CONSTRUCTION. NO w w o N / H &3er >�oas reer ,roR) STA. 22 +33.0 7.5' RT. 0' REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES J F N // E fs1',967 s.:a HET (cart; SSMH 3, SHALLOW MANHOLE -54" ARE SHOWN HEREON: THE ENGINEER ASSUMES NO o o 0) ` SERVED 9253 CITY STD. PLP,N -400.2 SF RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES o -ca ? t / 02305` RIM= A33.5fl 4 %�l•$�j 9� 'pI�F NOT SHOWN IN THEIR PROPER LOCATION. W o f., BY SEWER PARCEL #1 IE =46��i, 8 "(E) STA. 23 +38.0 7.5' RT. SF x o o ° TAX �j SSMH 2, MANHOL -48" 15 SEWER EASEMEN TO THE CITY OF RENTON �Y CALL BEFORE YOU DIG, 1- 800 - 424 -5555 w w M f wG _ �{� ?•Ql MID GHPnIIJCe.1_ FR c >, J a a t n. EASEMENT TO BE 0 TAINED PRIOR TO CONSTRUCTION N 1 STAB 33 +14.44, FIELDS AVE NE srdvR�.s< :«r s� Maur.: sas '� =.R -.IAiN RIM= ##.39. 47•6I O O� I S §,- VU +00, SEWER CONST. j ` s2as„ ' s6Jr.. _, 6 az . \ it 4 E 466��, 8" E) 305_9003 NO MONUMENT FOUND o z z O /"„ 3 g' ur x `„` Jri 1 STA. 13 +32.28 r IE= 466c6�, 8 °�W) <<Y- .... _ _ - _.__ .... -_._ . 1( ?Z ..._ ... -j..0 ° m D •�` -s __ 5e <u.,r" r: ;,. a7 • , `" �`- -_ _ _- ......_;- AT INTERSECTION +� w w IOO D NT'X BOUNDARYjLINE ket II- m4WorrXp Mt[2•61•W. 'A,r FEN r ORNER X p RC u till > > O �`� ... -.a_ .; ._ - --- ..,....._._ ..'a.-.:-. =.: r 1jµ.) _ N � t ,r 4- ,._.� 11 +06.64 HOQUTAM AVE N r rn INV- E7t.'3 3 °CMP {s;} rr J ,r "`.e„ t _._.,.. Uut : f'�wt i5 8" AT ;� i END AND z 'i i h ^�..� �.durR RGUnt7 t / ......_..._: ......... .._:.:.._.% _ \ -6a -6229' ,SEWER CONST. f, N N �. ( _ % "7 20 i .....®.._„®;- :.. ,dam ... �§, &<� ri a N p a u= 5r irckatR R xtrR 21 o�0 _ S 88 °20'01 E 22 +00 „ __ -,,I NE 8th STREET N W - - - ,,, ' SEWER CONSTRUCTION 23 +00 ��, °o � .ry __....____..__ �. 6 -_ a24,� -AQ __ -- - -- 225 06', PARCEL- 0230"t 9405 -��i' „� lS ,_ ° I - -r.... ....__ _.._.._...._...__ _._ _ -- ~ g ¢i ;==-r `.c r tr 105 LF., 8" PVC SS nt- r -- — _ .._ ",,, �. i(iv t _ .9 SJ o 0 -;_ W fL' I T ': ,_ -.... _ =,» �' � / 7a.oa`I �, i 2G,,,. ��,� 15 �40m.. � ." rz, � _«,` � � LX. SSMH21 'LJ trtm? , �"_. e -- _ „_..__.,�....._. " 0 LF., 8" PVC SS ®5= 0.50% ,'?_ 'L "" 7-- '_0 -�°' Eo O __.. z ( ,.rrav_,. 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IE= 464.87, 8 " -EX. %� '�� 15' SEWER EASEME T TO THE CITY OF RENTON _... - -' o„ I °� I h- - - - - -' f S V T m IE= 464.97, 8 °(W) NEW O I w EASEMENT TO BE 0 'AINED PRIOR ,Tp...00NSTRUCTION °•z ,` a Na m°o^ mx e ' / cal w z -- -oo-' o z .. �a s:.i I i - --- ;j SF _ ri� oI z lL,_ _ ,.% '' CONTRACTOR TO VERIFY EXISTING SEWER %.d ar w n +n. ;�. tsax >s !� 02305.9210 �w�� TA. t'a:f` .� xrsrnc�sc �I r�w" of G ELEVATION PRIOR TO CONNECTION; rs O > I : . _ -, 11oz,-�8 �, ,, ,, , ` GEI. #1 r "'� w� °" vr3O II II +� - "1 FOOTS ur sEwER-- """'1T1 IF ELEVATION SHOWN IS IN- CORRECT; NOTIFY y ••••' °p(t• SERVED �+,..�` a+ 'tPXPPR D2'i9) - ?vitmn ciw� N t,`F{ ;?" =1 ,I 1..........._.. t`a55>_ J�' s-iu8 is Z ENGINEER PRIOR TO CONNECTION. h o o ✓ t' h.51' ° P O is V) Z V) r "`r_ BY SEWER 9209 NI w �I AR lijh0 305 Qr�t filO.a ta't:ordc £s7 a � I r i-..H 2 - ._ 7� Pao I J��aa• �p'4E s I ;.,.- o j- trrot} �; `�.... ... ..,_...,._. -_ ' �05.1r s , \PAS ^R o�� t ` ¢1_l~ Q ._;.tanr:. xrosK w�l 6Eai �Q mot' J a V) z E DRA N LINE E5MT F X ^� FLT I o Av1 DRI EWAr.. � X I ° o O Rr.c a) ssa�Go-a. �� F �� ( Q E� E:. _ w + jSj w 3 i I F� I I Nu - µr�.,a s2'cGwc ;n; a > ° C~ a,.t,, r T� r F r— % i rn u o / \ Nc = � WOOa I I 816h c �i r Fy r .-.. ... --- .. -.. t` :TiGE I \ _ f I/ 'I Nv .. 7� a Z wY - 2z rsNOE / y irri;:a 12 'ADS t'<! }}., �., p H w a' r.._ _1a ,, __.. i ^ 5` a a A). 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STA. 30 +00.00 EM 459 66,28" N E= 459.58, 8" E pp O 'FOUND MON +/ 1.5 DOWN r �W t, Sj LEAD & TACK IN CONIC. (NO CASE) _. _.- IE= 459.90, 8" W a0' I N 0.3T N & 0.0T E _..__.........._.._...._.... . _ .._.._. _ FiR' H.mo, ( 7 HOQUTAM STA. 7 +92.13, W L J ui - - _ I o INT'X MONUMENT NE 7th PLACE Z ° UN" N. '!2, :Ny, 1 / -, v'4 .r4, NE 7th PLACE 11, °+ & HOQUTAM AVE NE LL NOTE: ALL TRENCH RESTORATION SHALL BE PERJ4j - PER CITY AS -BUILT ° _ - - _ - -- -` SEWER PLANS, S -3278 W a CURRENT I FOUND ?Say iN ASE < CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL u, ono S :a0, ccRC' a C.08, :> � o w ## LL SEWER CONSTRUCTION PROFILE ° STA. 33 +14.44, FIELDS AVE NE STA. 11 +06.64 HOQUTAM AVE NE w STA. 20 +00, SEWER CONST. : STA. 26 +62.29, SEWER CONST. CL Z Q (n Q LAJ m .....___ .. ........... ._..,_, ____ .... .... ,. ____ _. .___ ..__. .__._ __... _..... ._.... ._. EX GRA ...... ......... .....,.,. __ ... wf _ - o A, niq 470..¢.0_ -. ® ' 9.. 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