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Home My WebLink AboutWWP2703619.1LLI 0 z cO 77 Q PORTION OF THE SE 1/49 OF THE NE 1/4 OF SEC. 14, TWN.23 N,,, RNG 5 E. WM CITY OF RENTON, WASHINGTON FOUND REBAR AND FOUND REBAR I SMASHED CAP 0.1O'N fFOUND REB 0.00'N 12' CON, 0.06'W AND CAP INV= 490. H - - - FOUND -MIC F WOnm CFNC LS# 10219 0.00'S -t-- - - - 0.00 E - J -..-�" - o�.-- - -- o x 6' ti i F F �n/4 Tip Yill u r 0HP � r-INt"=493 2^- OHP - OHP- `. J 7 _ o \ 18' To BE DEDICATED _- _ W % 1 / r TO CITY of RENTON- N_88_48 53 W S.E _ 135TH STREET 590.79' w w Aso cuaRb - - --- -- zP i► - - - - - - SSMH j 5 - 48 TYPE 11 - - r.�• . I � RIM=f,"7. - 502.0 - MATCH GROUND) - - /"� STA. 3+22, f0'LT r MIN. FFE= _ MIN. FFE= MIN. FFE= MIN. FFE= 9/•57 SSMH, 2 - 48" TYPE 11 �8 7 489.0 489.1 489.4 MIN. FFE=F4! IN. FFE= MIN. FFE= MIN. FFE= �i1M-499 �t (MATCH PAVING) I I, ,� . I I I 489.5 490.0 490.1 490.9 MIN. FFE=O 151� I 11I 8 �� 419 =9 9. s z INv 48a.00 s W 14 13 I 4soZ0 W 1..' S. 2+89, 5 RT I I 7 a SSMH - " TYPE E 11 1� S• � 10' CITY OF + :> 10 PUBLICM= RENTON Q � `� I Nb,, I o UTILITY RIINV==484-P1'�i .O SEWER j� >" 3 �� / o+ `� + •r + �ASEMENT I INV=46417 EASEMENT iQ- i ti Z 162 LF-8" PVC O 391E ,.., 5/S3 cn - pl (; I _ � Z c n r` 1•••• � z II I / � `4 - -inZ - RA r....... STA. 1+60 10'LT � ......... ... a v c \ IY�.1e �T!!f F RYIn r • off` ... .. V.� ,G SSMH 1 - 48" TYPE II �,.:�.: �. .S.' RIM= 48fr 3t (MATCH PAVING 0� } N PROVIDE 18" MIN. 1+00 �� I _ y9&•3i INV82.6fs2 (NdE) ;c . ........ . I Ofl •.. AT ..�.INV=48.52 (S) Nmot"'PL t .•'�-37TERISEWER CROSSING .. ..... . N PVC O 0 50S .. . I. �. .• _ a ... ... I' 1 SEWERS ® rn + Uj ...I.. 1 O ►- + L I o 2X MIN. TYP. -;59-LF-8 PVC O 0.50X ° / B G cn - I cv � I \ °� o I. \ n >I _ > o STA. 4+60, 5 LT \ ♦ ` FOUND REPAIR Z _ I • � e-s -- 10' PUBLIC AND CCAP... UTILITY SSMH TRACT = 4 948�8Y5,4"9-�0- y S•� i LS# 10219 i. gg EASEMENT 'SE) SENSITIVE AREA INV=485.26 (60.0I'S 0.02'W o' 1.- B-'° INV4869� (8W) q 3 3 4 I i 1. - r �18 Y g z 2 .�. � �I 1 � I NEW INV-48i-- (N) .. -' MIN. FFE= MIN. FFE= MIN. FFE= I MIN. FFE= I MIN. FFE= I 6 490.9 MIN. FFE= '`/8 /• 5 Z �° 489.7 � r 489.4 - o 488.8 489.9 490.3 Sin _ \; _. ..•v - ` - - - - - -,.- ' 15 EASEMENTLIC - EX 8' SEWE - '592.85' .,� N 88°55'42" W - _ --- - - - 0 0 w �W w--.t:�� oHP�-- o 1+00 2+00 _ _ i ' n.�p _ OHP----- OHP- - 3+I00 4+00 5+00 6+00 - D MIC I ,' ��•-�- I -� 50-- FOUNo.00'S -INV=4 Cf- S.E. 136TH STREET - -_ - - - - ...-. � ----3 '-- -- - °• r------ � -- °"- - ATE 49 - - - - - - - - ! • •. .I tf1 ,, ,n,,,n 100.00' VC 200.00' VC - 0 Op - � LOW POINT ELEV = 496.20 HIGH POINT ELEV = 496.90 O LOW POINT STA = 0+60 + PVI STA = 0+50 f HIGH POINT S A= 1+65.31 0 LO 0 w (A w PVI STA = 2+00 + U0 PVI ELEV I= 495.80 � 07 > A.D. 3.33 Sm > PVI ELEV 497.80 m A. D. - 4.08 K 30.00 U J500 LIJ SAWCUT 500 AND MATCH - w w 00 EXISTIN GROUND- � � 0Of -2.0 _ - 0 0 EX. GROUND Q - - -- -- -PROP E p �_w Ln C) OS \ - - c o QZ 2 759 V) ® cn LLJ 490 480 ---- STA. 1+60, 10'LT SSMH 11 - 48" 1 TYPE 11 RIM= *96.31 (MATCH PAVING) q9G •31 INV=4&2.62 (N&E) A192, y Z INV=48259 (.4) L/AR•32- DATUM ELEV 475.00 298 LF-8" PVC O 6-49* HORZ. 1" = 40' I 171I LFN8* PVC O a5OX STA. 4+60, 51T STA. 2+89, 51T LSSMH SSMH 14 - 54" 12 - 48" TYPE II RIM= •498.18f A/90.7` -- --RIM- 49544--A95- -INV= - �i -•01 IIV=484-.21 (E&N) `/B .05 INV=485.0� (8") g84l• 9 / :E /A V-484" (W) Y83. 5 0+00 1+00 2+00 3+00 4+00 5+00 490 Er'_+ 0.01's 0.11'W cn Uj IW > Q 30 30` "z \ CD O OD IN` N a7 0-) \\ 00 C� I I 30' 30' I / I / I / I / I -S1 0 10 20 40 SCALE 1 " = 40' / g;V PWA f �oF wnsy��c 3 •v p �O 11332 cy .ff �/STAR sue•' J OA'AL LANDS THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: %A %CsL` S"r .14, W 17-i 0 LIAM SHUPE HOLMITERG PIS 11 SANITARY SEWER NOTES AND SPECIFICATIONS THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. ?. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY, 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. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7.PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. 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, 10. 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. I L OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. ]-'.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. I ',. 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. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. Call before you Djg. 1-800-424-5555 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY Q ` f ,aVAL kh'", 38 85�0As� RECOMMENDED FOR APPROVAL 9Y BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE Z b ZoIZ DATE NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION, NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555. DATE: SURVEYED: SCALE: 1988 9/ 2 6/ 1 1 NGCOCl1�aSS cis WSH " HORIZONTAL NADw983/1991 CITY 0E HARMONY GROVE ENGINEERING & S RVEYING DESIGNED: 1 =40 �� ASBu��Ts .JEF 8 2y � ?"J TJR FlE1D800K: BOOK 6S NE Juni er Street, Suite 201 DRAWN: 11 RENTON SANITARY SEWER PLAN AND PAGE. PAGE p 2 MYLAR SUBMITTAL JEF 1 23 12 TJR DRAWING No: Q �7 JEF DATUM Issa uah, WA 9802/ ONE INCH 1 1517 2 1 REVISED PER CITY REVIEW JEF 12/29/11 TJR CHECKED: AT FULL SCALE Planning/Budding/Public Works Dept. IF NOT ONE INCH Phone: (425) 392-0250PROFILE AND NOTES TJR N 0 . REVISION BY DATE APPR R APPROVED: SCALE ACCORDINGLY SHEET: 6 F: 9 Fax: (425) 391-30SS TJR 081,�,6YJ - GD lot �rtz° oR°7� w y iro1�