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Home My WebLink AboutS-330003M I� x N a p O x SCANNED OUT 2 7:L000 ............... SE 1/4 SEC. 10 ,TWP.23 N. ,RGE.I 5 E. Ica w X a v o s° ss LOT 9 - /' > SSMH -2 12° FORM \ - - - - I j Mi �p4o.5 1 a ° - '.-- �- -- -- I :- � �__ - -.I _ -_ _- . -� 3 I __ I -434.5 -440-i , W F J Gi 0 n i I { MFF 428.5 i _____ MFF 428.5 ) IE 1 " ¢0 O I LOTSTUBS 0.02FT/FT 3 d' LIJ Q W Lo O O HA �_ .- rm1 CB -33 _ - _ _ -_. _._- 3.7 '--CB-34 f GRAPHIC SCALE - 6.3' 10 0 10 20 40 _- _. -____ _ - -_ -i ce ! _ _! I ! I I j I � LOT MIN. FF __ .� ET`FP) EXISTING GRADE -- 128 ' FF :424.5 _- -'I -. I MFF ___ MFF 420.5 I ____ jMFF 424.5 7ilJ. f POD I ® tO Q U } U S FQ z ¢ Q 41 02 _ FQ i- EXISTING CB 5' _ 3O� CB_ + 1 INCH =20 FT. 7 - 420 - - - --- - - - -�- FINISHED ORf\DE - - -- I i i 10 I - r- - -�- II ! ! -- I Imo' _ 414.5 I 0 FF 416.5 I I ( �.. -I $ ON 54� -. SS)dH '13 I � I IE a IN 42 IE 6' IN 426.72 IE OUT 426.SSi En w EXISTING G.O. TRACT A \'9k R M01�ED 8° DETENTION/WATER 8° SS QUALITY POND EL 412 III I I - i. -_ -___ ! j f j12" ST 18 "STD I- STORM STORM 3 M (' S; STUB 1 - - - - _ - - - �H_7 ! TOP 5 I IE 407.16 i I � f �- g6O6F17F� S'0' LOTS 32 h.'33 ,6° SS STUB g i a 1 - - ✓ I -I i 12° S RM f 12. STORMI� _ IE 407RM 11 8° STORM I8' I 44 IF 8 °..PVC �9 154 ! pVC I 5' UNDER THE RIMM 42246 IE 1N 413.00 r m g a � \ x_-400 __ - �--- f --t- f I -+ f f It ___ __ PVC 48 S°0.016FT _ ( a p\ G' ` { I I 101 5=0.0157FTfFT ) I SSMH 7 . RIM 4123. IE IN. 403.56 �H 6 I I _IE_OL7�12.90 _ - 4QQ 1 N }rw v LARGE SCALE PLAN (FROM 551 OF 3�'�.. EX. f62 LF OO:OIFTJFT { 8 PVC 63 -.LF 8 DI CL I S= 0.O1FT.: _ _ v�. pt 396 i BOTTOM . 53 { SSMH 3 i IRIM 411.80 I. I IIE IN 401.90 - 1E- OUT-401-80' IE OUT 403.46 RIM 4402. f I IE IN 40277 { IE OUT 40267 I I ! 1 277555 3 ] I EX. SSMH -30 SSMH.1 RIM 404.00 (DRS) RI IN 394.55 SSMH.2 RIM , 25.7 ( 1 RI 140 .628 i STORM DETENTION 1 ; SANITARY SEWER NOTES AND SPECIFICATIONS I { I RIM 403.80 IE IN 393.70 I IE OUT 393.60 IE OUT 394.45 ( IE OUT 395.18 ' POND j u, MH S I3002 (EXISTING) 1 2-1 3 6 7 8 13. -- $Q 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE.IMTH THE STANDARDS AND SPECIFICATION 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 NTH "STANDARD SPECIFICATIONS FOR I I NEW RIM 404.27 t13LF B° PVC REMOVED) O 0.01FT _ I 1 � ( I I r FT. �i Q I . MUNICIPAL PUBLIC WORKS. CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER _ IE IN (394.32 -. TRACT A 1 I. �!1 I IYE 5TH f STREET : -PRIVATE ACCESS D ��T• F W 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 o q,al 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 AND -0 +00 - - 0 +80 - 1 +60 2+40 3 +20. 4 +00.- 4 +80- 5 +60 -6 +40 - 5. IT SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE 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 B. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON ED D SIGN BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH LICENSED BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSID PROFESSIONAL SURVEYOR: 9. BACKFlLL 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 I I 1 I 1 -- I OO - �"- "zp ' -„ 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 BACKFlLLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTNUOUS: LINE A TEMPORARY MIX PATCH MUST. BE PLACED IMMEDIATELY AFTER BACKFlLL AND COMPACTION. APERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 480 ) ' I- I i - ! - EX. R/W ¢ 4,80 1. m .. o o+ w m .. o 8 � 5 e 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12 ALL DISTURBED AREAS SHALL BE .S ®ED AND MULCHED OR OTHERWISE STABILIZED nu clic. cnnclrw TO THE SATISFACTION OF THE DEPARTMENT FOR THE ,:EVENTON OF ON- S._- __�.�_ 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 {. � - of I. pl I urn m<N "`a1a m3W1, -. i I) I w --�� I 0 �¢ W.wl. a N x w <z MFF 8 45 &5 ( FINISHED � (T1'P.)1 f FF 460.5 y < +I> �g N -z n - -� - + +> 8 _ FOUNDATION MATERIAL, AS WELL. AS PLACEMENT AND COMPACTION OF RE 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 INCHES - ABOVEAND BELOW THE PIPE 14. SANITARY SEWER PIPE SHALL BE POLYVINYL .CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. - - -4 1 I ( 1 ! I- z wwZ..li� w �I a � - f m N EXISTING GRADE I '.. ++ I. -------- , MFF 459.0 _- - - -- -- / '.i-- I I ' MFF 460.5- 6`Di.. F.H. RUN I ' -- 12"_STORM -4 m Ii' 3 m d ¢ m m - < 15. IN. UNIMPROVED AREAS, MANHOLE TO -EXTEND MINIMUM- 6 INCHES AND MAXIMUM 12 - INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. I raj c�ji +I] --u w - �j ! ! I 5=0.0256FT :; IE 452.55 - SSLIH 203: LF I ll 8 VC 5= 0.01FT 18' (MIN) 5.:. I 2Y I , m ® I- ' I I I ,- �_ TO MH 9 I ssMH ! I 10 i I EIMN446008 IE � UT 450.08. SSMH R I 12' 461.67 OUT 45221 44 440 -2{ j ip I ! /i I EI Ol IE 0 T 445.70: IT 4 6. i LOiS 15' S.: 48, 49 '& B 50 6' R SNB UNDER THE it I o in GRAPHIC SCALE { LOT 47 6` SS STUB 5' UNDER THE - t HE 6TH (TYP.) STREET ` < _ w o 20 0 20 40 80 I ! ,•' MH' 1 11 P11N . 1 ( RECOMMENDED O q 1 INCH =40 FT. J. S HORIZONTAL `t� OF w ^sN OS �. 5 0 5 10 20 iNC T9 5 a 1 INCH =10. FT. - 420 9 of L- W ofI -_ -� ! J- I I a) �Ii I ' �- i o III �I o °� -4-20- FOR PPROVA '/n Bi/I 7b.: BY D.R. STRONG VERTICAL Consulting Engineers Inc. ai BY .� 10604 NE 38u. PLACE, SORE 101 o R az kfR -NO. wA 98033 27 +20 F20 26 +40 25 +60 24 +80 24 +00 23 +20 22 +40 21 +60 20 +80 1 20 +00 SS 3 OF 3/Cl 6 OF 16 1-800-962-1402 An SIONAI, FAX NO: (425) 827 -2423 C/A ENGINEERS PLANNERS M• \05 \ ?86 \plots COPYRIGHT ' _- \3 \16 3SSPR5286.dwg © 2005. 6/27/2006 D.R. STRONG DRS PROJECT 356'05 CONSUL TING ENGINEERS NO 05286 PM PST INC a O - J „ /°7` `, EXPIRES 10 /11 07 SURVEYORS I SCANNED OUT 2 7:L000 ...............