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SEWER PLAN AND PROFILE STA.15+00 TO 20+75 A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANG 5 E., W.M. KING COUNTY WASHINGTON Ty GAFFXTE AT �%/ I ( ( ( I (( �''���oe4��= f /�f / %// / r �.. l i( I I �lTi4ZT'\d/ / / '� UTGATI IE ZAP, AND- f j/ 1 ,,11 FOR FUTURE NSION %� J 7 ( j I _ ( / / ( j + 1 J .l 1 / / 1 / 1�... ._.._..._ LF._._. ". SS @ $0 / J t V V t C M C 0 O I i AR f 62ND VE S.E. 1 E GRAVEL t ROAD FOR, SSMH ACmsSj , 34 L 8- PVC SS.0.2. . . U ' Y `PROPOSED fEMPORARY TE: ALL SANITARr SEW MANHOLES , ,4- t,y�W.}3 HAMMERH TURNAROUND LOCATED IN NON AVED AREAS SHALL �;=I C /."- �.'°'` / ,E)t:`DRA9tbAGE-CHANNEL .,, PER CITY TD. DETAIL HAVE A 2' T COLIAR. T OI .- V 17+00 5- 361306 CHECKED FOR COMPLIANCE TO CITY V CQ- G 0 C CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 162ND AVE S.E. SEWER PLAN AND PROFILE STA.15 +00 TO 20+75 CHECKED AS SCALE APPROVED owecroa w vue� y8y T� Ly cr NO. WA 03- 1 Vol 6 1 11 m 9 3 a N 8 m 3 O� o U CL Lu aJj3 Q uo UDWWON zLU Ot Q z u N , N N P ¢a G'o P I 3 a U � d 61 d W Z N d N Q y m E i 3 a Iy z V ° H W a m o-.• N �0 m 'off P nn C 'C C O m a a a I - o^ oN o g c u a 1 K O II v a � N N N C4 N � ooco' m 0 0 3 a .r g I O 3 z I < m 4 / O N � I Z ro O N w r F 6 V a � N / M N 0 4� 162ND A PORTION C `, _.._. ,. _�.. NOTE: ALL SANITARY SEWER MANHOLES / i' f-'""'' U H A 2INANON-PAVED NAD SEAS SHAD Yk 11-20 a 234 CF B•\ C .SS ® 2.58%, �s�nln Ave . Q4: 1M ,;. P\ 1 SADR 4,�1 WASy�q or z 90 q 24661 �F�S AL t E 5/25/12 12 IDE-- BRAVEL `� +6C'fOTF SSMH AC.CESS- ...'_" E S.E. SEWER PLAN AND PROFILE STA.10+00 TO 15+00 THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N RANGE 5 E., W.M. — t ` DING COUNTY, WASHINGTON X64 — - -- ;2' WIDE GRAVEL l \ l ` ` �-EX. CHANNEL ,.3eTTW =382.0 ACCESS ROAD • L %81 O k % t TW =385.0 I= BW =380.0 3i3z' -.. r - BW ®377.5 -" - ,✓ Bwzp A%F?^° • _ 241 iF 6' PVC. SS-m 7 t • � T I � - , B .• 4' . G WALL / `` % TW =3R25 / 20 LF DI ® 0.50. - "' �--BW=377:0 — - " "•8W.17_-- -- -` -" IE =379 NALE- W1 .. O C �', �5 -3G i307 sm IIIIIlI wls m of r M #2 I �n B 72 1 I I I, 16 N6'J VE S. E. 1 5 +90.26 I0.02' \ LS 1 TH STR ET A: 9 99.61 F. 0 0' I � I I 1 ass CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 162ND AVE S.E. SEWER PLAN AND PROFILE STA.10+00 TO 15+00 F m Im Eli 0 F71-10 1. m Im 375 ! ' T z C13 O 7 W U m P i UN m �N mom' o° 0 m n. rn d3 ra ya m WN Q - na 50 a D 1 m a3 �a o� �m n^ P 3 a y 51 o1 O^ u P 3 0 C 0 N X Y O } 'll a 0 N N O rcm x� ti E m a I N I N ro U 4 / `s K N 3 Q wm LL4 • _. �o u�� O o �U gWW< LU >J�Q U LLI Zm N N r n 0 s O0 3 U H F W (L U� v C C O a W Q O 8a8 m N � Zs p Z w In N LS LL w o� TRENCHING IN PAVED AREAS s SHALL BE REPAVED IN ACCORDANCE '812 _162ND DFF: 0.00` SHEET C21. a Oa SSW N n5WAS Q W Q O 8a8 m N � Zs p Z w In N LS LL w o� TRENCHING IN PAVED AREAS s SHALL BE REPAVED IN ACCORDANCE D oZ Z _162ND DFF: 0.00` SHEET C21. Oa SSW N n5WAS i C-4 00 C Z 0) tNON wZ a , rl I �; goZ Z LO � N w O I- uQ � 0 > W 00 LL? N N 3 �o W any W V Q 0 o N W N z � iui 2 uw. W v Jy e nw - Z a00t1 T1 J 71 J F r, S.E. 144TH STREET SEWER PLAN AND PROFILE STA. 54 +00 TO 57 +00 A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M. KING COUNTY, WASHINGTON CO TYPE 1 IE 18" CMP N- 374,26 RIM- 377.80 iE. 18" CRP S 37191 / /�IE 12` CNC E =375,30 E 12" CNC E=374,76 <, { IE 12' CM W 375.26 ` X IE 12` CNG NNW =375. IS 72" ADS CUL4 -37708 IE 12" LNG �f WATER IE 12" CNC =376.83 IE 12" A05 CVLV= 37!.05 }75.03 C,IAY ^376.22 CHA;NLINK 7 C -- FENCE I �� ----- ---------- - - - - -- — ----------------------------------------------------- S.E. 144TH STREET 343 LF 12• PVC SS 0 1.00% FOGLINE KING couNnr _ - - - - -_ __ - -- -- - - - -- ---------- - - - - -- - ------- - - - - -- - • ------------- C CB TYPE i RRW 78.76 TO-SLOPE ■ {IE 72" CNC SW= 372.61 OUR -ET HURIEO IE 74-- -- tE'T'CMP W= 371,76 ( o ACCESS RC �E LS TRENCHING IN PAVED AREAS - n N °z SHALL BE REPAVED IN ACCORDANCE WITH CITY STD. DETAIL H032 _162ND DFF: 0.00` SHEET C21. S.E. 144TH STREET 343 LF 12• PVC SS 0 1.00% FOGLINE KING couNnr _ - - - - -_ __ - -- -- - - - -- ---------- - - - - -- - ------- - - - - -- - • ------------- C CB TYPE i RRW 78.76 TO-SLOPE ■ {IE 72" CNC SW= 372.61 OUR -ET HURIEO IE 74-- -- tE'T'CMP W= 371,76 ( o ACCESS RC 54+00 55+00 58+00 57!'00 57+50 NOTE: ROAD PATCH PER KING COUNTY STANDARDS BETWEEN STA. 50 +22.00 AND 56+46,00 ROAD PATCH SHALL BE PER CITY OF RENTON STANDARDS BETWEEN STA 56 +46.00 AND 57 +00.00. SEE DETAIL SHEET C21 CHECKED FOR COMPLIANCE TO CITY STANDARDS A &� �4/11,?/"' -v&w6fkAf4 ZOtL Cam'. - 36 13 C' 5- 361308 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS S.E. 144TH STREET SEWER PLAN AND PROALE STA 54+00 TO 57+00 APPROVED OD T Z m O �E LS ,l-� r= S.E. 144TH S`F-- +90.26 DFF: 0.00` EQUALS AVE S.E - n N °z _162ND DFF: 0.00` Oa SSW N n5WAS i 54+00 55+00 58+00 57!'00 57+50 NOTE: ROAD PATCH PER KING COUNTY STANDARDS BETWEEN STA. 50 +22.00 AND 56+46,00 ROAD PATCH SHALL BE PER CITY OF RENTON STANDARDS BETWEEN STA 56 +46.00 AND 57 +00.00. SEE DETAIL SHEET C21 CHECKED FOR COMPLIANCE TO CITY STANDARDS A &� �4/11,?/"' -v&w6fkAf4 ZOtL Cam'. - 36 13 C' 5- 361308 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS S.E. 144TH STREET SEWER PLAN AND PROALE STA 54+00 TO 57+00 APPROVED OD T Z m O i 9 i ro V^ N m �N o� 0 m N a3 �a m <N 3 �o a� a a m <s N9_ O a'n v a� o� a' 3 a C O C Y X Y K O II d a I 0 %N E E 3 N d U lOi i 0 c 11111 - m '000 m < 0 g�W 23 �o�w UpLo Z 04 N r 0 w s o zV n E W c 3 m T C .0 O n `a 1NZ o � g 0. D. a 0 Y `fay Y Y m N � Zs Z W V) y Ld Lz O Z w LL 101 IN CN z Q O CN 00 Z5� OD N p, to 00 O Z WW CN n Q I I = i UT Ln 0 Z Z LIT CN CN W F wd In 000 W N N 5, 0 3c 3 z N Q opts � a a s Q �o� iwy _ z I �W v J- bb8 o n v - Z a CoN5 TYPE i I �� 1 RIM IM = 377.59 IIE"4 -Ci '^ IE 12" ACS N= 369.49... w C0 IE 12" ADS S =373,69 IE 12" ADS W= 369.69 ! N N C9 771E ' RIM =37137 IH i2" ADS S- 369,70 IE 12" ADS N= 369,80 { z iE 12" ADS E= 369.70 I�I Q� C6 'TYPE I RIM-371.93 ; „ /�" IE 12" ADS NNE = 370.09 " ..; IE 12" ADS SV7 =370,05 °"�` ; I N cl - --------------- O N + lr. S.E. 144TH STREET SEWER PLAN AND PROFILE STA. 50+00 TO 54+00 A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M. KING COUNTY, WASHINGTON I I I i I I CB TYPE 1 RI,M =371,67 /-IE 12" ACS N= 369.39 I IE 12" ADS S= 369.:9 i IE 12" CNC SE =369,27 CB TYPE `: I �'�. / • �, RIM = 372.33 WOOD FENCE �\. IE 12" 'C IE 12" ADS W 370.2 .� IE ?2" AQS i V= CNC CN • .%` %— _ 370.25 a� IS i2" CNC CULV= 373.18 �`.. IE F2" CNC N;4= 37U.2Q,�. ((- CUV =371 <„ C Vm CNC `\ ' �,"1 CU.- IE S2° CNC • `'CULV = 372.97!- IE 72" CNC'zARNLY DITCH. _ _ ��.— -- _ -_ -_�- L- ..- ..._�� '�C'PSCOPE — - __-- -___ -- --_ -K`` -- _----------------------- .. ' .— _ - -- _— ... — ...� — ~�. -- 50.6.00',RT - -�__ - - - -- - -- - -- _ -- - - -- ------------------------------_- — _— • 5 -3235 -------------------- - - - - -- ----------------------- ���.. SHALL VERIFY SIZE. i"�� 1 AND LOCATION PRIOR N FOCUNC MON, S86'3 S.E. 144TH STREET � 0 � T5n _ n4 "I' _..__.. u CENTERLINE INTERSECTION S.E. 144TH ST AND 160TH AVE IS.E. I STAB 50 +20,00 '-- - A CB TYPE 1 W '� c _____ ti RIM - .,,7230 ® CO TY E 7 12' ADS N,359.25 RM-372.37 IE 75 CMP E- 318.20 N " = IF 9-4852 IE 18" CMP W=31 6,15 ;� IE 18" CMP W -36842 NI ik. 12" CMP N= 368.87 zz � TRENCHING IN PAVED AREAS SHALL BE REPAVED IN ACCORDANCE WITH CITY STD. DETAIL H032 SHEET C21. LF 12* PVC SS GRAVEL x x ---- -- x --------------- 777E I R IU -374 35 _ - -- ___ -- -IE 18" CMP 11- 369.15 —3?& ,/ — IE x to CMP E_ -- — X -x x X x 343 LF 12" --- -- - - -- - .-- _...___4 f- _ i X /T� 0 E _ x— x_ 1 50+00 51+00 52+00 53+00 54{00 NOTE: ROAD PATCH PER KING COUNTY STANDARDS BETWEEN STA 50 +22.00 AND 56 +46.00 ROAD PATCH SHALL BE PER CITY OF RENTON STANDARDS BETWEEN STA 56 +46.00 AND 57 +00.00. SEE DETAIL SHEET C21 CHECKED FOR COMPLIANCE TO CITY STANDARDS S-�T'A`NDARDS C-0 " S-- 36 /3 0c� 5- 361309 CITY OF RENTON E>EPARTMENT OF PUBLIC WORKS S.E. 144TH STREET SEWER PLAN AND PROFILE STA. 50 +00 TO 54 +00 CHECKED APPROVED DATE 8[18/11 IFU NO. LUA T Z' m 0 Ld U m CiTY OF RENTON SANITARY SEWER NOTES AND SPECIRCATIONS 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 & O SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES 0 DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE U O PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. g W r 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 S AVOID DAMAGE OR DISTURBANCE. t2L` 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR OO Ill TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR M STARTING CONSTRUCTION. (INSPECTION WILL F BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE Q CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN W ADVANCE OF BACKFILLING ALL CONSTRUCTION. '^ Z m 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF O CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION N SITE. N6. 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 a THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED o PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. W N z 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A d O 0 LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY [�. TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS 'I}11 -1 2 MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF h W B THE H MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS CL DESCRIBED. V W c 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY �s v SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS 6a m OTHERWISE APPROVED BY CITY OF RENTON. o w c 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS an o UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. ro a REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. r 13. 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 W } �� COMPLETION OF CONSTRUCTION. o� _m 00 1g : 14. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARED FOUNDATION IN F" ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON a9� ° 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, a 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 P. J DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND Ha o BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASIA D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE x 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. PI I SAO,,? 3 .12 !2 OF W ASX,/ 0 Y } yc a 24661 % N N N �f�s ONA LtEENG`�4, x� �as o 5/25 1 Y Y Y N = z� z UO N o N LO d 4 Z Q Z W v, Ed N 5 X. h m Q 0000 N W Zugg 0 Z m 1000 WZ / Q I I Z17 Z U0 � �� z >W> Ed n 00 W N N SK n m Yvv N N O '� m U U V C N c OpY - Z 3 - a U 3 0= C C W \I �Z S=36' �.. 2 N N � �� d'6, yo" v M N - Z I' GON G SANITARY SEWER NOTES AND DETAILS FOR r r r A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M. KING COUNTY, WASHINGTON 2 PLUG AS DAM W (SEE NOTE 4) LIMITS OF PIPE LONE 1/ PROPERTY LINE TEE OF APPROPRIATE. SIZE V -0' T rD•, r. ` 6" BUILDING SEWER PIPE - ,��_--� BUILDING SEWER _� 1 0- BEDDING MATERIAL FOR 1s'xs "xs" wrE �2 "" a" sTUD MARKING POST PAINTED SANITARY SEWER PIPE O.D.. OF PIPE ' 'TEE WIRi 6" SIDE OUTLET rc SURFACE CLEANOUT WITH WMRE W TH THE WHO STENCILED (SEE NOTE 6) CAST IRON RING & COVER IN 3 HIGH BLACK LETTERS AND A6 WIRE WRAPPED L (EAST JORDAN IRON WORKS TENDED TO THE TOP 0 SIVID AND THE STN. 2976. OR APPROVED EQUAL, FOUNDATION LEVEL SPECIFY "SEWER" ON LID, 6° 7 SEE SM. PLAN 403.1 FOR 6" SIDF.c ZER AND BUILDING < R a INSTALLATON) `.S. EE NOTE 6 ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ME AS POLLQWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW WE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). G CONCRETE MAIN - CORE - DRILLED MIN A ROMAC SADDLE (OR APPROVED. EQUAL), C. PVC MAIN - CORE DRILLED WITH A NOMAD SADDLE (Oft APPROVED EQUAL) OR CUT IN A NEW WE USING RIWO COUPLINGS. D.. DUCTILE IRON MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE - DRILLED. 60" ALLOWABLE MAX. FOR CAST (RON PIPE OR DUCTILE IRON PIPE, Z 1:3:5 MIX n5 �AHOU CONCRETE }, pF;G pGKXNO BLOCKING ISEWER % MIN SLOPE HORIZONTA SIDE OUTLET TEE SEWER. MAIN 6 MIN. MAW .CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, S1DE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN - 408.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 RE \, SEWER COVER BOTTOM VIEW BEDDING FOR SANITARY SEWER PIPE NONE, 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2, HAND TAMP UNDER. HAUNCHES, 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY, 4. SEE 'EXCAVATION AND PREPARATION OF TRENCH IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH WIDTI "W AND TRENCHING OPTIONS THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. 5. TRENCH BACKFILL SHALL CONFORM f0 "BACKHLLING' IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN '." 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. MANNER. AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORKS I PIPE BEDDING STD. PLAN 405 DEPARTMENT FOR SANITARY SEWERS 7' MARCH SINGS MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8° MIN.) SEE NOTE 5 CONE. (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL ,y 90' BEND 3/4 THE DIAMETER OF THE DOWNSTREAM PIPE oCLT E& 1. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. 2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL AS INCOMING MAINLINE. 3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER, 4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR- N-SEAL BOOTS OR APPROVED EQUAL.. 5, WITHIN A 60" DIAMETER MANHOLE, . THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12 ". INSIDE DROPS EXCEEDING 12" IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A. LARGER DIAMETER MANHOLE. 6, RELINER BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WHIN 6" OF BOTH BELL AND SPIGOT ENDS. OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER, BRACKETS SHALL BE ATTACHED UTIUZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS, PUBLIC WORKS INSIDE DROP CONNECTION I STD. PLAN - 402.2 DEPARTMENT FOR SANITARY MANHOLE AUGUST 2011 RAISE -1/2" - WIDE BORDER • • 3/4" INDICO TED S SPACED HT.0 3/4' 1/8" COVER & FRAME "15' ORNAPPROVEDEEQUAL, INC., 1 -1/4" PLAN VIEW 2 (TYP) 25' CIA. LADDER- POLYPROPYLENE C635mm1� t- t3� ) BLT SOC, (ALLEN HEAD> SHALL BE ATTACHED TO MANHOLE 3f4' I25mml 5 /B' i1 k V5 SS RUBBER WASHER MA%. PIPE SIZE - 'E' I B 3/4. 2 v2' CONCRETE SHELF CAST IRON RING AND COVER I ----I- 1222mm3 C64mm] 1.� TYP j COVER SECTION VIEW PRECAST BASE SECTION WL OR cnBT IN SHELF, PIPE MATERIAL AS SPECIFIED BY THE ENGINEER EON BOLTING DETAIL t NOT TO SCALE [641nm1 1 1/16' 1/4' 6mml I` -1/4` (6m m) AS E87mm] 1 [Bimm] NEOPRENE GASKET 6• e' 1 C15r mml [3mn] /8' RSmmJ 5/8' 23 3/8' DIA CL OPEN n6mn1 .. u E594Mm3 I GASKET GROOVE DETAIL 87 5/16" ➢IA -J LBSZmwt NOTES F RA ME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON CO DR INC. No. OR EQUAL, 2. USE FRAME AND COVER FOR STORM TEQUAL, (SPECIFY "DRAIN" COVER), SANITARY (SPECIFY "SEWER "), , OR WATER (SPECIFY "WATER "). PUBLIC WORKS STD. PLAN - 401 DEPARTMENT MANHOLE FRAME AND COVER DECEMBER 2046 NOTES. 1 STEPS TO BE POLYPROPYL 2 STEPS ARE TO BEAN PL& 3. CASTING SHALL BE PER S 4. MANHOLE SECTIONS TO BE 5. ALL JOINTS BETWEEN THE e ADJUSTMENT OF THE CAS'. ADJUSTMENT RINGS; BRIOP BOND OR 1/2 BOND. THE 7.. SANITARY SEWER MANHOU COATED (SEALED) ITH A APPROVE EQUAL: COLOR B. RUBBER GASKETED JOINTS 9. CHANNEL HEIGHT SHALL B SECTIONS ARE INSTALLED CAST CONCRETE. BRICKS AND CASTING SHALL BE GROUTED. BE ACCOMPLISHED. WITH A COMBINATION OF BRICKS SHALL BE STAGGERED TO CREATE A RUNNING 10, CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL APPROVEO EQUAL, 11. IN UNIMPROVED AREAS, MANHOLE$ SHALL EXTEND. A MINIMUM OF 6" AND A MAXI ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT LARGEST PIPE. BOOTS OR MUM OF 12" POURED AT GRADE STD. PLAN - 400.1 SEPTEMBER 2011 :ONCRETE :LASS 3000 PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 6' OR 8" CLEAN -OUT DETAIL NOT TO SCALE CITY OF RENTON E>EPARTMENT OP P C UBLI WORKS CHECKED FOR COMPLIANCE TO CITY STANDARDS SANITARY SEWER NOTES AND DETAILS DESIGNED CP DRAWN AJ I DATE 6/18/17 FAE NO, LUA OS- CHECKED AS SCALE FIELD B/O►O /K�/� PA /JCE_ APPROVED PIRG P IE PUBLIC xoflfls SHEET C32 OF 32 OD r z III 0 Im 1I AS 'A' 'B' I 'C' I 'd I 'E' 48" MH 1 48" 8" MIN. I 5 "MIN 24" MIN. 2Y' I.D. 84" MH 54" 1 B" MIN. 5.5" MIN. 1 24" MIN. 1 24' I.D. 60" MH 60" 1 8" MIN, 1 6" MIN. 1 42" MIN, I SO LD NOTES. 1 STEPS TO BE POLYPROPYL 2 STEPS ARE TO BEAN PL& 3. CASTING SHALL BE PER S 4. MANHOLE SECTIONS TO BE 5. ALL JOINTS BETWEEN THE e ADJUSTMENT OF THE CAS'. ADJUSTMENT RINGS; BRIOP BOND OR 1/2 BOND. THE 7.. SANITARY SEWER MANHOU COATED (SEALED) ITH A APPROVE EQUAL: COLOR B. RUBBER GASKETED JOINTS 9. CHANNEL HEIGHT SHALL B SECTIONS ARE INSTALLED CAST CONCRETE. BRICKS AND CASTING SHALL BE GROUTED. BE ACCOMPLISHED. WITH A COMBINATION OF BRICKS SHALL BE STAGGERED TO CREATE A RUNNING 10, CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL APPROVEO EQUAL, 11. IN UNIMPROVED AREAS, MANHOLE$ SHALL EXTEND. A MINIMUM OF 6" AND A MAXI ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT LARGEST PIPE. BOOTS OR MUM OF 12" POURED AT GRADE STD. PLAN - 400.1 SEPTEMBER 2011 :ONCRETE :LASS 3000 PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 6' OR 8" CLEAN -OUT DETAIL NOT TO SCALE CITY OF RENTON E>EPARTMENT OP P C UBLI WORKS CHECKED FOR COMPLIANCE TO CITY STANDARDS SANITARY SEWER NOTES AND DETAILS DESIGNED CP DRAWN AJ I DATE 6/18/17 FAE NO, LUA OS- CHECKED AS SCALE FIELD B/O►O /K�/� PA /JCE_ APPROVED PIRG P IE PUBLIC xoflfls SHEET C32 OF 32 OD r z III 0 Im 1I AS V r 0 e Y n w a m 8 U� f-, U w1753 �O La Q J U w—j � Zny c N N T a r 7 O 1X1 ^ Y O 3 H >4z NW a. Q: a c 0 EllD] a c 'c ® c 0 (L 's o � 1 al a o d X X Q'. a a a W 0 R Z 0 0 W O Z AS —BUILT S.E. 138TH PL. SEWER PLAN AND PROFILE STA. 0 +00 TO 5+00 ��� A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M. �: _ e In W N Z ry N 00 1 4 4 U N 0 'ox,. jo s6�� b ,. V S 0 coo s- 0+00 1 +00 2+00 3+00 4+00 4E5 BLgJ)M PAD ELEVATION I CHECKED FOR COMPLIANCE TO CITY STANDARDS 5-361311 RECORD SET PER AS -BUILT REVISIONS 5 -31 -2013 9 '3: S °3(�-, CITY OF RENTON DEPARTMENT OF PUBLIC WORKS AS -BUILT S.E. 138TH PL SEWER PLAN AND PROFILE DE31fY81 CP DATE 8J18111 FLE ND. WA 03- r z m 0 w U m o U N 6 O M m N � S b V d S _ ^ ^ i I V V b V U V n n I O 9 N K 17 1 o = 1 N o � y� O I; G m n N p % _ b j 4� Q'. a a a W 0 R Z 0 0 W O Z AS —BUILT S.E. 138TH PL. SEWER PLAN AND PROFILE STA. 0 +00 TO 5+00 ��� A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M. �: _ e In W N Z ry N 00 1 4 4 U N 0 'ox,. jo s6�� b ,. V S 0 coo s- 0+00 1 +00 2+00 3+00 4+00 4E5 BLgJ)M PAD ELEVATION I CHECKED FOR COMPLIANCE TO CITY STANDARDS 5-361311 RECORD SET PER AS -BUILT REVISIONS 5 -31 -2013 9 '3: S °3(�-, CITY OF RENTON DEPARTMENT OF PUBLIC WORKS AS -BUILT S.E. 138TH PL SEWER PLAN AND PROFILE DE31fY81 CP DATE 8J18111 FLE ND. WA 03- r z m 0 w U m m 00 m �g W) V a. g 10 w F Q�� V w� � 0 Y04 N x a wz n o Y a o0 0 3 �z a Z Z �i rn c o a rn c �I c Q. g $a ai 3 0 `w X X 0 V (A 6 N m E a V � N ~I z Z N \ W is \ b \O Q N 1 H 3 3 3 3 } 1 Y x x x x m W U V V V U n j Sc H v m o E O N 1 N p p N N H a h O q m z z I : 1' -201 LF 6" 2.71X O� �&Nt / q AS -BUILT _ 163RD PL S.E. AND S.E. 139TH PL SEWER PLAN AND PROFILE STA. 5 +00 TO 9 +25 saw A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANG 5 E., W.M. KING COUNTY, WASHINGTON - - - 12 / 13 X14 / 16 n 469 / / 155 / 9 2.00% MIN. 8800 #12 / 8800 #14 / 8800 ne ...... _`.. .. ....1 __ _7L � 0 Oox 9 F 6 S 9 6 SS / / 9 6 0 O 2F .00 X SS f— _ �_ 0OX T ®2 X j � , 210.62' 6.4 /%X, ' err L�' PVC SS ® ' 16 P S.E v v o / o / LF Fyn � 2.00X �g ass CID HB S N U Z Z p W w a� z x a oZ W CV ` 2 Q O N 00 2 — 0 W 00 K Z 04 � , ¢ I I w W z N 3 In N In 1 z W N Z N N GGCl J ' °4,,. JyV s4�� Z _ Z - W b b °" 8 o o °�'y 1 7+00 8+00 9+00 10+00 475 BULIM PAD ELEVATION S=36 13 12 CHECKED FOR COMPLIANCE TO CITY STANDARDS RECORD SET PER AS —BUILT REVISIONS 5 -31 -2013 '5 -3G13/ CITY OF RENTON OD MEPARTMF=r T OF= PUBLIC WORKS 163RD PL S.E. AND S.E. 139TH PL SEWER z PLAN AND PROFILE STA. 5 +00 TO 9+25 m D CID DATE 8/18/11 FL5NO.LVA0& O DRAWN Al nArm OC IKED AS aCALE FELD BOOK PAGE_ LLI APPROVED 0.[CIC a w.uc wua¢ 9-m=7 C24 °F 32 U m 00 O z m O ui U m a d 0 �z 00 3 E-4 �z � c 0 M a c �I c 0 a s sa a � 4' I y � I fr� m Si k O yYy e� .b 0 U y e 0 o _$ Z 7 a� pF NAg9/ b V 9FC2 S r, �STBNAL EHG' 6�t8// I YY op U V U U U } W zZ W N JNJ N O Q 0 Z Z 0 W N Z a ON00 Z� H 0 OI to 00 D: Z Z I w W t\ Q r Z i 04 Cq z Z Z N W o E 0 — 1- In 'n J _ N Z N 00 N N LLJ lengLL o� - Z moo = n h oam �n 9Qoo AS -BUILT 162ND AVE S.E. SEWER PLAN AND PROFILE STA. 26 +25 TO 30+50 f MATCHUNE SHEET C23 31 1 t __- �p m m sew A C6 C A 1/ 1�2ND "VE y. �/p --1--==-----__---- / '62 STA:Ofi� +48.49 ` N. 1773 1 ,g, PLY ®56x'48+ {± - -__ LF B* PVC S ® 177.6 -7.61% / DOFF: 0.00 £: 1321 j194.48' EQUALS / / / MONUMEjVT AND CAE E. 138TH PL TO BF '. ET PER TAIL / 490 475 470 0 I... 445 rrT 435 L :•j 650 Moo 5- 361314 CITY OF RENTON MEPARTMENT OF PUBLIC WORKS AS -EULT I AVE S.E. SEWER PLAN AND PRC RECORD SET Egm PER AS -BUILT REVISIONS 5 -31 -2013 art °I s- 3�f31� M F �z W O w U m I m m dg W) lb L ' J U w z jH � Y c%1 a wz a o N 6 O 0 Mu. G H �z a a0 )� c w 01M, o m m arn ' 7 c c 0 a 's v k O 2yE O V h Q O o b a o° M N _ N`" w C N N I n .y N U N 2 z O � � N I y 5 o z s o z n O 1%I y t O Z N � p N N N p z N ' 11-20' N , Lu 2' N U W 6 N m N W Z i AS -BUILT 162ND AVE S.E. SEWER PLAN AND PROFILE STA. 20 +75 TO 26 +25 MATCHLINE SHEET C25 A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M. KING COUNTY, WASO TON � K FOOT OP OFNC ROM START SIDEWALK, CURB AND G11 NTAIN OF 7 � r`•' -- --- - - - - -- FA nt2 ma n O O .1 V n aa�/ GVTW / lk ` 0+LF,,6" PVC /S ® 1 7 1 o t o +36 IF 8" C Sy 0 d -NX\g DAV E. j (PUBLr) _ l I CAYALLA ROAD END GRAVEL +14.79 i r J \ �` "". -! r✓ t �/ 4= 425.81 WE` / I - -_- - _- _- _- -_- -_ - - - -_- I; N N 118 8" PVC SS ® '.2 4X T.TOT -' -- / PROPOSED I, NOTE: ALL SOLITARY SOWER MANHOLES ACCESS ROAD I 8" PVC SS / LOCATED IN NON-PA AREAS SHALL HAVE A 2' #HALT COLLAR. / -�-- - Mv. � M' : h M Nu. M OM ' Mu. G >W Z K O V) a0 —c OMa w N w 01M, a� 7 X Q c Z w CN NN Z — M NON Oa N O 0 < CD 04 Co IM � 0 ON>(O OD KZ h a 3 In (n Z W a z � �� Z w (N N CN 00 Y .'t Id.. U N an o pN�s N .ti b �Z n d' ` Mm _ Z VI 1N'l a. b 8 N NM NM pp,•, N N AS -BUILT 162ND AVE S.E. SEWER PLAN AND PROFILE STA. 20 +75 TO 26 +25 MATCHLINE SHEET C25 A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M. KING COUNTY, WASO TON � K FOOT OP OFNC ROM START SIDEWALK, CURB AND G11 NTAIN OF 7 � r`•' -- --- - - - - -- FA nt2 ma n O O .1 V n aa�/ GVTW / lk ` 0+LF,,6" PVC /S ® 1 7 1 o t o +36 IF 8" C Sy 0 d -NX\g DAV E. j (PUBLr) _ l I CAYALLA ROAD END GRAVEL +14.79 i r J \ �` "". -! r✓ t �/ 4= 425.81 WE` / I - -_- - _- _- _- -_- -_ - - - -_- I; N N 118 8" PVC SS ® '.2 4X T.TOT -' -- / PROPOSED I, NOTE: ALL SOLITARY SOWER MANHOLES ACCESS ROAD I 8" PVC SS / LOCATED IN NON-PA AREAS SHALL HAVE A 2' #HALT COLLAR. / -�-- - Mv. � M' : h M Nu. M OM ' Mu. G O a0 —c OMa pa as •i �aY 01M, 1M 0 m — Nn 1N ` n NN OON N — M NON Oa N w < NV MMda IM � N O dM'O iM(J mMIM h M T h h MM•M nr7n ca N 6 an N N a[l n d' M Mm M 1N'l I M NM NM N N N w ry0N NN NN N N N 25+00 24T00 23T00 00 22 y 00 5- 361315 RECORD SET PER AS -BUILT REVISIONS 5 -31 -2013 CHECKED FOR COMPLIANCE TO CITY STANDARDS qL -D't 5- 3(:� 13th CITY OF RENTON OEPARTMEIVT OF PUBLIC WORKS AVE S.E. SEWER PLAN AND STA. 20+75 TO 26 +25 CIECR N SCALE APPROVED gISLItli Of R19 ku /z W 0 ui U m 0 N m m O (L W �o w ' J Q co j, �zly N Y � N N n 0 w a o0 3 �z E W a' �� rn c 0 a c c a 162ND AVE S.E. SEWER PLAN AND A PORTION OF THE SE 1/4 OF SECTION LIBERTY / sN PLAT STA.15 +00 TO 20 +75 4HIP 23 N., RANGE 5 E., W.M. O O m N Y N N T N O O O O O O M m N N 0 0? o m a Ln o a in � 0 0 0 0 0 o n m o a b tO YI V O tO M M N O O o O O O Ol m W tO t0 C M N 20+00 S+00 *+W n+C* �s+w u+ CITY OF RENTON S=361 3 16 CHECKED FOR COMPLIANCE TO CITY STANDARDS DEPARTMENT OF PUBLIC WORKS AS -BUILT 62ND AVE S.E. SEWER PLAN AND PRC STA.15+00 TO 20 +75 RECORD SET a DAIS e FLEN.WA03-- cFEC1® AS Fgp gpp- PER AS —BUILT REVISIONS 5 -31 -2013 SCALE %mr C28 of YJ 3: r z m O W U m y O xx ... .. <b ., m m Q O o _$ 2 v -7 PLl SAD,? 0j WAS,// of 9F S/ STERt�a`�`e SS G� /0 NA L EN w 0 .p n H N y V U U U U m z 5 p zW N N N z X $ Z w w N z a M N N O � r U 00 04 KZ Z<'L 00 CN Z w 3 Lo Lo 6 o z O L0 N N w— F-: � f] V N Z N N 00 8 abb Q Ir -a z yv °m �� 9colA m Z 4� 162ND AVE S.E. SEWER PLAN AND A PORTION OF THE SE 1/4 OF SECTION LIBERTY / sN PLAT STA.15 +00 TO 20 +75 4HIP 23 N., RANGE 5 E., W.M. O O m N Y N N T N O O O O O O M m N N 0 0? o m a Ln o a in � 0 0 0 0 0 o n m o a b tO YI V O tO M M N O O o O O O Ol m W tO t0 C M N 20+00 S+00 *+W n+C* �s+w u+ CITY OF RENTON S=361 3 16 CHECKED FOR COMPLIANCE TO CITY STANDARDS DEPARTMENT OF PUBLIC WORKS AS -BUILT 62ND AVE S.E. SEWER PLAN AND PRC STA.15+00 TO 20 +75 RECORD SET a DAIS e FLEN.WA03-- cFEC1® AS Fgp gpp- PER AS —BUILT REVISIONS 5 -31 -2013 SCALE %mr C28 of YJ 3: r z m O W U m co O z m O ui U ao 0 Y a x a.. r a 3 5i ai i d X I a V N Q M M O \ O W E v 0 O 4 T xa i m h a q M O 0 a N m 0 0 �g 8 IL 2 Lu �oui Q.J a U Ld �ziN N N a 0 w s co 3 >4 z a 0-4 W a' rn c v m rn c Ell c a s $a Q_ s £� a K a ?g� 3� O S u &IXIm Z ZZ O 7 N O = �a w u ME 2 N U_ Q Z 2 O IN N W N � N 0 a a� &IXIm Z ZZ O 7 N O = �a w u ME 2 N U_ Z 2 O to w a� � x ¢ oZ zq w ¢ N J Z C5 O N W CD 0) to 00 K Z n ¢ I I Zw inn �z Lo N ~ N - w 04 Cl J 00 LLI t U Y v N S a �o _ I -W J� AS -BUILT S.E. 144TH STREET SEWER PLAN AND PROFILE STA. 54 +00 TO 57 +00 A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANG 5 E., W.M. KING COUNTY, WASHINGTON 1 I - _ F - --� i- - - - -, a- S.E. 144TH MEET m N 385 0 R)A EEE EET.Z :- r----- - - - - -- - -- TRENCHING IN PAVED AREAS SHALL BE REPAVED IN ACCORDANCE WITH CITY STD. DETAIL H032 SHEET C21. m ------------------ © `KING COUNTY ------ - - - - -- - - - -- - i i — —TOP LOPE — ' CITY \i I �I I I W miff lj� -ml - �pl -9 54}00 55+00 58+00 57+00 57+50 NOTE: ROAD PATCH PER KING COUNTY STANDARDS BETWEEN STA. 50 +22.00 AND 56 +46.00 ROAD PATCH SHALL BE PER CITY OF RENTON STANDARDS BETWEEN STA. 56 +46.00 AND 57 +00.00. SEE DETAIL SHEET C21 PER AS -BUILT REVISIONS 5 -31 -2013 5- 361318 CITY OF RENTON DEPARTMENT OF= PUBLIC WORKS CHECKED FOR COMPLIANCE TO CITY STANDARDS ut s- r _5 �"C5 S.E. 144TH STREET SEWER DATE 6/16/11 co �Z,/� W O W U m 5 0 a a w a' a 3 °I al I `v X X O U K v a V U1 Y M O W f\D E 0 O �3 3 m m r c' a 0 d N 0 m r/n 0 K aLL S W) 8 �o Q J Q V Ld J N r�m N n 0 wz Y >yz u E-i nWN� d W a c 0 rn c 44 co a a� f j£iy� a Eis O Y_ R -- a ?g� pY < � 3� S Y< Q W w a� W d c p Z Z a N M N Q p N z 0) No 00 1' Z Q I I =W 3 u3 i!3 i n N N W — N Z N N UUU m i N w ME S N U_ � Z Z Z Q W w a� W Q X p Z Z a N M N N p z 0) No 00 1' Z Q I I =W 3 u3 i!3 i n N N W — N Z N N Y v v U N �N ° a V 4 GON$ f� N n w n �I AS -BUILT S.E. 144TH STREET SEWER PLAN AND PROFILE STA. 50 +00 TO 54 +00 A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M. I KING COUNTY, WASHINGTON ...... _... __. ___ _____ I SHEET C21. 1 NOTE: I ROAD PATCH PER KING COUNTY STANDARDS BETWEEN STA 50+22.00 AND +46.000 S=36 ROAD PATCH SHALL BE PER CITY OF RENTON STANDARDS BETWEEN STA. 56 +46.00 AND 57 +00.00. SEE DETAIL SHEET C21 PER AS -BUILT REVISIONS 5 -31 -2013 CHECKED FOR COMPLIANCE TO CITY STANDARDS CITY OF RENTON ESE= PARTMENT OF= PUBLIC WORKS S.E. 144TH STREET SEWER DATE HD. LUA 03 r Z m O LLi U m m a s CRY OF RENTON SANRARY SEWER NOTES AND SPECIFICATIONS 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 WSOOT /APWA STANDARDS AND SPECIFICATIONS, AS g 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. (� 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS Q � Li: ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE V PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. g 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE YJ j 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 O LL TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TC SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL i r BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE Q CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN V W J ADVANCE OF BACKFILLING ALL CONSTRUCTION. ° Z 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF 80 CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION Y N SITE. 04 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 n THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED N o PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. s 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A Q 0 0 LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS >-I Z s? MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF L�-L a THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS 1­4 NW a' DESCRIBED. I MID 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY o SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS ED OTHERWISE APPROVED BY CITY OF RENTON. 9 w 12. DATUM FOR VERTICAL CONTROL SWILL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, ® �I E AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS c UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. a REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE g SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 5 l A 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 a i w PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE k WSOOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY w 4 OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE x` 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 xo GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY Y DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AN D BELOW THE PIPE. R B$ 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D ^I 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. c 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES (n 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. a n a PL1 SAOR 6V .7 07 of WASHX o M N ME .E 11' g E�EO f, C S o r SAONAL ENV a 6i1sn •3 h r a a 3 p 3 3 ED N V U V U U m F Z 0 z� V) j N 5 w a Z w l N Z o a 1M N N N 00 Z¢ O a 0 W N n S m Z (7) to 00 W Y N Q I I =w K E' Z Z In N N z - _° N Z N CN U 00 te ILL GO r5 S=361320 o" N �prnm z �� 9CON$ ciz I I i SANITARY SEWER NOTES AND DETAILS FOR CANDELA A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M. KING COUNTY, WASHINGTON 1:3:5 MIX CONCRETE BLOCKING 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 6" SIDE OUTLET TEE 6" MiN, MAIN ANGLE OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE EUEVATICN, WHICHEVER IS LOWER. _ -CO'- 2% MIN_ SLOPE HORIZONTAL R MAIN TYPICAL ID SEWER ELEVATION PUBLIC WORKS STANDARD SIDE SEWER DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) APART ON 23 1/16' (586mn) HIA H.G. (SEE DETAIL) W (SEE NOTE 4) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) ---\ FOUNDATION LEVEL -) LIMITS OF PIPE ZONE 1"-011 OF PIPE BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE, HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH MOTH "W" AND TRENCHING OPTIONS, THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, 5. TRENCH BACKFILL SHALL CONFORM TO " BACKFILLING" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS. EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER F001 OF PIPE DIAMETER SHALL NOT BE USED IN THE OACKFILL 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 MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. STD. PLAN - 408.1 A PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS SEPTEMBER 2011 ,n..Tn• COVER & FRAME PLAN VIEW P.� 25' DIN. C635mm1 1' 3i 4. C25mm] CI9mm1 9 3/4' L 23/2' 1222mm1 164mm1 TYP COVER SECTION VIEW DIA 1 1/16' D[A 27nN] GASKET 23 3/8' OIA CL OPEN C594mn1 27 5/16' MIA 1694NnI 34 1/8' MIA C967mml FRAME SECTION VIEW COVER BOTTOM VIEW (3� ) SILT SOC. (ALLEN HEAD) 5/8' -II X 1S SS RUBBER WASHER "L L EON BOLTING DETAIL 1/4' 1 1/16' [6mml [27nm] va• [3mm] fR3mn] GASKET GROOVE DETAIL NOTES L ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER')., OR WATER (SPECIFY "WATER "). PUBLIC WORKS STD' PLAN - 401 DEPARTMENT MANHOLE FRAME. AND COVER DECEMBER 2008 7' i- '81 NOT TO SCALE STD. PLAN - 405 MARCH 2008 MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTIJ 0-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER - POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. I ' A' PROPERTY LINE i 'D' 48 MH 8" 6" MIN. S"MIN 24" MIN. FUTURE 6" BUILDING 4EWEft PIPE 54" BUILDING SEVER 15.5 " MIN, 24" MIN. .11 Ell D- _ _ 60" MH 60" 1 8" MIN. 'TEE. WMi 6" SIDE OUTLET 1 42" MIN. 611X611X6" WYE 4' STUD MARKING POST PAINTED W WHITE WITH IKE WORD `SEWER" STENCILED a SURFACE EiWWi WITH CAST IRON RING & COVER IN 3 HIGH BLACK LETTERS AND 0 WIRE /EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND 19)5 OR APPROVED EQUAL, E%IENpED TO THE TOP OF THE S1UU. SPECIFY "SEWER' ON LID. SEE STU, PLAN 4011 FOR 8° SIDF SEWER AND RL11ENO SEWER INSTALLATION) ACCEPTABLE PROCEDURES FOR SIOE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS; A. VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING RUBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL), C. PVC MAIN - CDR!- ORILLEO "IN A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGIO COUPLINGS. D, DUCTILE IRON MAIN - CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECHONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE- DRILLED. 1:3:5 MIX CONCRETE BLOCKING 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 6" SIDE OUTLET TEE 6" MiN, MAIN ANGLE OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE EUEVATICN, WHICHEVER IS LOWER. _ -CO'- 2% MIN_ SLOPE HORIZONTAL R MAIN TYPICAL ID SEWER ELEVATION PUBLIC WORKS STANDARD SIDE SEWER DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) APART ON 23 1/16' (586mn) HIA H.G. (SEE DETAIL) W (SEE NOTE 4) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) ---\ FOUNDATION LEVEL -) LIMITS OF PIPE ZONE 1"-011 OF PIPE BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE, HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH MOTH "W" AND TRENCHING OPTIONS, THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, 5. TRENCH BACKFILL SHALL CONFORM TO " BACKFILLING" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS. EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER F001 OF PIPE DIAMETER SHALL NOT BE USED IN THE OACKFILL 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 MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. STD. PLAN - 408.1 A PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS SEPTEMBER 2011 ,n..Tn• COVER & FRAME PLAN VIEW P.� 25' DIN. C635mm1 1' 3i 4. C25mm] CI9mm1 9 3/4' L 23/2' 1222mm1 164mm1 TYP COVER SECTION VIEW DIA 1 1/16' D[A 27nN] GASKET 23 3/8' OIA CL OPEN C594mn1 27 5/16' MIA 1694NnI 34 1/8' MIA C967mml FRAME SECTION VIEW COVER BOTTOM VIEW (3� ) SILT SOC. (ALLEN HEAD) 5/8' -II X 1S SS RUBBER WASHER "L L EON BOLTING DETAIL 1/4' 1 1/16' [6mml [27nm] va• [3mm] fR3mn] GASKET GROOVE DETAIL NOTES L ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER')., OR WATER (SPECIFY "WATER "). PUBLIC WORKS STD' PLAN - 401 DEPARTMENT MANHOLE FRAME. AND COVER DECEMBER 2008 7' i- '81 NOT TO SCALE STD. PLAN - 405 MARCH 2008 MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTIJ 0-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER - POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 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 C' ADJUSTMENT RINGS. BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF USE OF SHIMS IS PR�iII�D,.IS PR�iII��. 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 OF COATING SHALL BE WRITE. 8. TH RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WI ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING CPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 11, IN UNIMPROVED AREAS. MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLAN - 400.1 PUBLIC ORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMBER 2011 1/2 PLUG AS DAM rTEE OF APPR NOTE 6 TE SIZE - "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL 90' BEND 3/4 THE DIAMETER OF THE DOWNSTREAM PIPE NOTES; 1. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UT6IIY SECTION. 2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL AS INCOMING MAINLINE, 3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER. 4, CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL 500TS OR APPROVED EQUAL. 5. WITHIN A 60 DIAMETER MANHOLE ME MAXIMUM ALLOWABLE DIAMETER OF TIE INSIDE DROP PIPING IS 12 ". INSIDE DROPS EXCEEDING 12' IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE. 6. "REUNER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF 90TH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER, BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. PUBLIC WORKS INSIDE DROP CONNECTION SM. PLAN - 402.2 DEPARTMENT FOR SANITARY MANHOLE AUGUST 2011 RAISE -1/2" J WIDE BORDER 1 PIPE MATERI, BY THE ENG a 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" 12 "/ FIBE PAC 6" OR 8a CLEAN -OUT DETAIL NOT TO SCALE PER AS -BUILT REVISIONS 5 -31 -2013 CHECKED FOR COMPLIANCE TO CITY STANDARDS mil`/\ 5' 1/8) PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. :ONCRETE :LASS 3000 CITY OF RENTON 00 r>EPARTMEIVT OP PUBLIC WORKS SANITARY SEWER NOTES AND DETAILS O co D691pED CP O DATE 8/18/11 FIE ND. LUA 09- DRAWN AJ cm-crm AS WALE FELD B/o�p�( I� PADIS�_ W APFROV® oREGR a was raxxs 81.T CAA OF 32 m I ' A' 'e' 'C' 'D' 48 MH 8" 6" MIN. S"MIN 24" MIN. 21" I.D. 54" MH 54" 1 8" MIN. 15.5 " MIN, 24" MIN. 1 24" I.D. 60" MH 60" 1 8" MIN. 1 6" MIN. 1 42" MIN. 1 30" I.D. 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 C' ADJUSTMENT RINGS. BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF USE OF SHIMS IS PR�iII�D,.IS PR�iII��. 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 OF COATING SHALL BE WRITE. 8. TH RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WI ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING CPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 11, IN UNIMPROVED AREAS. MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLAN - 400.1 PUBLIC ORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMBER 2011 1/2 PLUG AS DAM rTEE OF APPR NOTE 6 TE SIZE - "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL 90' BEND 3/4 THE DIAMETER OF THE DOWNSTREAM PIPE NOTES; 1. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UT6IIY SECTION. 2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL AS INCOMING MAINLINE, 3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER. 4, CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL 500TS OR APPROVED EQUAL. 5. WITHIN A 60 DIAMETER MANHOLE ME MAXIMUM ALLOWABLE DIAMETER OF TIE INSIDE DROP PIPING IS 12 ". INSIDE DROPS EXCEEDING 12' IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE. 6. "REUNER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF 90TH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER, BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. PUBLIC WORKS INSIDE DROP CONNECTION SM. PLAN - 402.2 DEPARTMENT FOR SANITARY MANHOLE AUGUST 2011 RAISE -1/2" J WIDE BORDER 1 PIPE MATERI, BY THE ENG a 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" 12 "/ FIBE PAC 6" OR 8a CLEAN -OUT DETAIL NOT TO SCALE PER AS -BUILT REVISIONS 5 -31 -2013 CHECKED FOR COMPLIANCE TO CITY STANDARDS mil`/\ 5' 1/8) PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. :ONCRETE :LASS 3000 CITY OF RENTON 00 r>EPARTMEIVT OP PUBLIC WORKS SANITARY SEWER NOTES AND DETAILS O co D691pED CP O DATE 8/18/11 FIE ND. LUA 09- DRAWN AJ cm-crm AS WALE FELD B/o�p�( I� PADIS�_ W APFROV® oREGR a was raxxs 81.T CAA OF 32 m