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HomeMy WebLinkAboutzS-3919SetNOTE: d� TT V J COY) O 1 0 W CONTRACTOR TO RESTORE DISTURBED I- n z O z w rr Q0 T W W U) PLAT OF AMBERWOOD II SEWER AS -BUILT SHEET S-328405 REMOVE EXISTING SEWER CLEANO EASEMENT AREA TO PRE -CONSTRUCTION \ CONDITIONS AFTER SEWER CONNECTION x Cn 41 s o co ° s HOUSE s°s g u 6 006 —I1GQ ERY� x 507.9 S� 9 STA. 0+00 INTX' WITH BOUNDARY i t• ,, :•.t• t It• ItW It• it• It• It• it•i:. 4• t• t• it• �� 7i�'ri�'ri�'ri� r ri 4••t••t••t�•t� ri 7i�'ri� 7i� r • ri ri riri !Orl �r.r.r... • : ;t�;t•;t• ;t•;. 0 to 1;t•;t •;t•;t• � Iti� ;t•;t•;t• o I�i� 1� • ;t•;t•;t• ;t•;t•;t� �;t•;t•, �si:�it•it� ;t•;t•;t� � �7 II D 00 o± CP � A PORTION OF THE NE 1/4, NW 1/4, SECTION 14, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON 15 SEWER EASEMENT AS RECORED ON THE PLAT OF AMBERWOOD II SSMH 1, 48" J °' SEE SHEET 17 m m A z is / / / \ 15' SEWER EASEMENT — — — — — — — — — — --T+77 III , tK Cn 0 90 (A CD 1 D 0 CA J �<1D EX. SSMH RIM=517.29 IE=507.42, 8" E)-IN NOTE: IE=507.32, 8' W)-OUT 110, rcn 7 9 z Ln CONTRACTOR TO EXPOSE AND AS -BUILT 6 EXISTING SEWER OUTLET FROM HOUSE ; < 00 PRIOR TO INSTALLATION OF SANITRAY SEWER � I� "1'6 rI SYSTEM SHOWN ON PLANS. CONTACT ENGINEER z � � OF LOCATION, INVERT ELEVATION, AND SIZE m 2 P "I', I', vwi� PRIOR TO CONSTRUCTION OF SEWER �'9 cnx s Iv UU 29'09" t 616.JT - / 72 s7) s7� sj 7 J r � 7 C7 x x o x S x s, s� AO I S x S 7s° SAS �s x/co /o. x x S, ss Co 1 I Q 0 L I x � 'sLQ I I fZ --------� I ram— can I 0- I I I 0 I I � I I 00 I N s LL_ ® ,1 I o Z/7 SSMH 5, 48"0 0 m D RIM=519.00 0 IE=511.05, 6" E -IN — N + IE=510.95, 8"�S�-OUT ®I I SHA A NUE NE ® ng 3+00 - 262LF. 8 PVC SS @0_=1.4%— - I � I SSMH 3 48" Am8" SSMH 4, 4 RIM=513.23 IE=506.26, 8 N)-IN 2- I RIM=514.12 IE=507.14, 8" N,-IN )OUT _ N �' D _ m IE=506.16, 8"� W)-OUT C IE=507.04, 8"IS) cn ' II D UT I �+ N+ 0 47LF. 8'' PVC ml C cc) � I SS @S=1.66% I 1 �� i Z Z I� ® p °° Cb � Ln SEE SHEET 17 0000 O j I INSTALL 6'' SIDE SEWER PER STD. PLAN #406.1 (TYPICAL) 4+00 40) —1 A. \O 07 / SEWER CLEANOUTS BEHIND SIDEWALK SHALL BE LOCATED IN EX. SSM 2'X2' CONCRETE PAD ADJACENT RIM-51 .36 TO THE BACK OF WALK. IE=5 6, " W (TYPICAL) =507a51 8"�E) �O � O x x s�o x S, Q 9° 9 S � l STA. 0+39 IE=513.48 0/ I PO I Q I --- I w w m �tK STA. 1 + 14 0 \10 N IE=513.51 5 5' TRACT C SSMH#7, 48" 0 RIM=519.93 IE=512.58, 6"P-OUT -IN IE=512.48, 8" I� I z I I s�� I 9 j 4 SSMH 6 48" ' I RIM=519.38 IE=512.13, 8" E)-IN RIM=523.0 IE=512.03, 8" W)-OUT E I=518.0, 6 I " -- � --- 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 UNDERGROUND UTILIITES 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: 811 SHALLOW SANITARY SEWER 0o I MANHOLES PER STANDARD PLAN #400.2 0 07 I O� I I I I I I 1 ALL SANITARY SIDE SEWER STUBS SHALL BE PVC PLACED AT MINIMUM SLOPE=2.00%, TYPICAL. _o GRAPHIC SCALE + z 0 15 30 60 A 1� Ilk O C0 O O 1 Q J 01 0 520 I FINISHED PROFILE AT al m 520 ..............:...... CENTER:LINE OF ROAD . ........... ............... ............... ............... ............... ............... ..................... ............ ............. ............. .erg...... ............... :............. . 12" STORM 1 inch = 30 feet Q O I I 07 AS -BUILT 12-12-2018 o ............... ............... ............... ...... ...... ............... ............. .. ............. ............. ............. ............. 0 II ml 12" STORM 12" STORM I II 0 CONSTRUCTION RECORD DRAWING II THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED 12" STORM 7 A, 130LF, 8" PV I I BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED 510 / ,� C SS@S=1.45% Z D C SS@S, 07 I I 510 INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD ......................................................... .............. 0................. ............... ............ f .. 8 .. PV.. ..... .. ............... ............... .............. :.............................. .0.......:.... .....� ..:.............. ... .... 3..55. ......:.........I. I ....................:............... 262L ' z o I I VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY PACIFIC COAST SURVEYS, INC., w I I I I ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE �g" PVC SSMH 5 48" "" o w EX. 8_' SEW WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED 47:LF O 0 > _ : _— — _ _ER . PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. RIM=519.00 00 r7 0- SS @ S=1.66% IE=51 1.05, 6" E -IN °' 00 00 00 �5:-32840 �� ............... :............... :............... :............... :............... :............... :............... :............... :............... :............... :............... :............... :........... I.E= .10..95,.. 8. S .-O.UT .......:.............. �. �.N.� ... 07 SSMH 3 48"LO �L. �.0..��.�0................. - RIM=51,3.23 J II = � EX. SSMH RECORD DRAWINGS S 391901 °� SSMH 4 48" ���`'�`' �� �LII LII RIM=517.29 IE=506.26, 8 N)-IN Z N m w w IE-507.42, 8" E)-IN IN COMPLIANCE WITH CITY OF RENTON STANDARDS IE=506.:16, 8 jW)-OUT RIM=514.12 A IE=507.32, 8"jW)-OUT 500 IE=507.14, 8 N,E)-IN SHADOW AVENUE NE — .......................................................................................................................................................................................................... ...............;...07 ... ... ............. ............. ............. ............. ............. ............. IE=507:g4; .8„ S}-OUT.......... NE 3rd COURT 500 HORIZONTAL SCALE: 1 "=30' 3+00 4+00 VERTICAL SCALE. 1 "=5' Q 0+00 1 +00 2+00 J 7.............. ............... AS -BUILT............................. DLO ..12./2018........................;............... ;...............;...............;.............. ............. ............. ............. pay, 6 REVISED ROCKERY TO SAVE TREE DLO 9/2018 5+00 6+00 OFFS ENGINEERS ��oF�WASy,N�To 5 REVISED VAULT PER CITY COMMENTS DLO 6/2018 sT RANE SURVEYING SCALE. HORIZONTAL: AVD 198,ss, DATE. T �� y. 4 REVISED PER CITY COMMENTS DLO 2/2018 CITY OF RENTON 14 PLAT 12/12/2018 13932 SOUTHEAST 159TH PLACE Ao _ >� DESICND.L. ONE, P.E. FlELDBOOK: 3 REVISED PER CITY COMMENTS DLO 1/2018 RENTON KENDALL HOMES, INC. PAGE: RENTON, WASHINGTON 98058 2 REVISED PER CITY COMMENTS DLO 9 2017 DRAWN: D.L. OFFE, P.E. DRAWING N0: PHONE: 425-260-3412 27460 ONE INCH WASTEWATER PLAN &PROFILE ��`��c/STE���`�0 1 REVISED PER CITY COMMENTS DLO 2/2017 CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. z CONTACT: DARRELL OFFE, P.E. FSS�ONAL�APPROVED: SCALE ACCORDINGLY 6201 NE 4th STREET SHEET: OF: w 12/12/2018 N0. REVISION BY DATE APPR 16 28 Ir A PORTION OF THE NE 1/4, NW 1/4, SECTION 14, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTE: n 1• I- J n z O I- z W rr 7' 1 NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR OINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-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. 'A' 1 'B' 1 'C' 'D' E' 48" 6" MIN. 5"MIN 24" MIN. 21" I.C. N 54" 8" MIN. 5.5" MIN. 24" MIN. 24"I. 60" 8" MIN. 6" MIN. 42" MIN. 30" 1. El. 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 GROU-ED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR 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 HAKE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AP,OSHIELD OR APPROVED EQUAL; COLOR OF 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 OF 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 EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABCVE 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 +I I. PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEM3ER 2011 BOLTHOLES - 3 PLCS EQUALLY SPACED 120" APART ON 23 1/16' (586mm) DIA B.0 (SEE DETAIL) RENTON SEWER IWOE UI U!R COVER & FRAME PLAN VIEW 25' D:A. [635mm] 1' 3/4' F 25mm] C19mro] 8 3/4' L 2 112' F--� C222mm] C64mm] TYP COVER SECTION VIEW 26 1/2' DIA _ C673mm] 25 1/4' DIA 6 ] 1 1/16' 1/4' C6mm>EASK DIA C27mm] NEOPRENE GASKET 6' C151 mm] 5/8' J 23 3/8' DIA CL OPEN C16mm] C594mml 27 5/16' DIA C694mm] 34 1/8' DIA COVER BOTTOM VIEW BLT SOC. CALLEN HEAD) 5/8-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16' C6mm] C27mm] C3mm1 1!8' CR3mm] GASKET GROOVE DETAIL 1867mm] NOTES: FRAME SECTION VIEW 1. 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 (SPE IFY "SEWER"), OR WATER, (SPECIFY "WATER"). �Y STD. PLAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2008 OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. p LLJ 0_ 0- Go U �O p II � Zo Cn I I Q� W Z U _ C0m W Lj Q > W W 00 r- Ln W �0Do w ��I-(0 or-�� LO �� W W J (n�WW� II I- (n W -- W V) LnO \\ SS CONTRACTOR TO RESTORE DISTURBED EASEMENT AREA TO PRE -CONSTRUCTION CONDITIONS AFTER SEWER CONNECTION > Ln a-o W - 00 00 II W Q \ LL_ W \ �� (if LLJ \� Ld (n \ \ Lr) QT l\I\ \ 00 WU Ld >z� o LO W W W LLJ J> CL' W W O W "'w0 Ld II Q� w� ocn� II W J II Om _ �0 Li- 0 LL ��[ I II g LL Q LL_ I � 0WW N U U ohs xh a 0 SSMH 2 48" RIM=513.44 IE=502.94, 8"(E)-IN IE=502.84, 8" N)-OUT STA. 0+37 IE=509.00 q INTX' STA. 20+00.00 =STA. 1 +20.50 STA. 0+ 15 IE=507.05 142LF., 8" SS @ S=2.347, 2' CONCRETE RING 6 DEPTH ABOVE GRADE A P Do O O N x h hph' x h x x h^ � h^^ SEE SHEET 16 W z o W O Q\+ N z l > I3': 0 �0 SSMH#4, 48" RIM=514.12 IE=507.14, 8"(N,E)-IN 1 IE=507.04, 8"(S)-OUT l I 8 O o, 00100 Ln II W + O Q V) I h I 50 SSMH#3, 48" �7 Qb I RIM=513.23 (y IE=506.26, 8" N)-IN IE=506.16, 8" W\OUT �� 0 '0 N O 6 52.0........ 520 ........................................................................................... ................................................................................ N 2' CONCRETE RING 6 DEPTH ABOVE GRADE 0 12" STORM SSMH 4 48" 12" STORM 510 RIM-514.12 IE=5:07.14, 8"� N,:E)-IN P. VC SS �S= 2.8g% 510 ........................... IE=507.04,..8' .S):-OUT ........ 0 , .............................79LF.. g. .......... .. . 15" STORM 07 SSMH 8 48" g» PVC SSC�?S-2'34% 0 RIM=518.77 142LF., SSMH 3 48" I:E=512.30, 8"(W)-OUT ........... .................. ........... ............ RIM=513.23 . , . ........... . IE=506.26, 8:" N)-IN SSMH IE=506.16, 8.: W)-OUT RIM=513.44 IE=502.94, 8" E)-IN 500 . . ........ , . . .. = °° ) I.E-50........ 8 .....-O.UT ........... . NE 3rd STREET 500 0 SLEEVE: SSMH 1 48" RIM=507.57 53LF., 8" PVC SS ®S=8.05� IE=497.77, 8" S)-IN IE=497.67, 8' W)-:OUT HORIZONTAL SCALE::1 "=30' "=5' VERTICAL SCALE: 1 7. ....... ; . ; .AS -BUILT. DLO 12/201.8 ........... L . pay, °WASN/,y�T�' 6 REVISED ROCKERY TO SAVE TREE DLO : 9/2018 20+00 21 +00 22+00 of N 5 REVISED VAULT PER CITY COMMENTS DLO 6/2018 SURVEYED: RANE SURVEYING SCE ;9119158 ' a o y o,� 4 REVISED PER CITY COMMENTS DLO 2/2018 DESIGNED: HORI HORIZONTAL: , CITY 0 F _ 2-> 3 REVISED PER CITY COMMENTS DLO 1/2018 D.L. DRAW": OFFE, P.E. [;%Rl RENTON ° 2 REVISED PER CITY COMMENTS DLO 9 2017 / D.L. OFFE, P.E. . 27460 �`'c/STE���°�° FSS 1 REVISED PER CITY COMMENTS DLO 2/2017 CHECKED: ONE INCH AT FULL SCALE DATUM Planning/Building/Public Works Dept. N A L ° ° 12/12/2018 N0. REVISION BY DATE APPR APPROVED: IF NOT ONE INCH SCALE ACCORDINGLY N N Ln G 0 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 UNDERGROUND UTILIITES 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: 811 ALL SANITARY SIDE SEWER STUBS SHALL BE PVC PLACED AT MINIMUM SLOPE=2.00%, TYPICAL. SSMH#8, 48' RIM=518.77 IE=512.30, 8"(W)-OUT INTX' STA. 21 +95.02 © BOUNDARY \ SEWER CLEANOUTS BEHIND SIDEWALK SHALL BE LOCATED IN 2'X2' CONCRETE PAD ADJACENT TO THE BACK OF WALK. ^%� xh� (TYPICAL) 'P2` AP 1 0 0 GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet 0 AS -BUILT 12-12-2018 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY PACIFIC COAST SURVEYS, INC., ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. RECORD DRAWINGS S-391902 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON 14 PLAT KENDALL HOMES, INC. WASTEWATER PLAN & PROFILE 6201 NE 4th STREET '1y711 W, CID O O 1 Cfl T J J DATE: 12/12/2018 T FIELDBOOK: z PAGE: O DRAWING NO: W SHEEP: °F` 17 28 I..L n 1• J II Z O Illl- W rr W W W VJ 0 SEAL 'NITH AR 4000 CR APPROVED EQUAL ANC DRY SAND AFTER PATCHING PATCHED AREA 0 PLAN N TS SECTION A -A 2" ASPHALT CLASS "B" OR AS APPROVED BY THE ENGINEER. CONCRETE NOTES: REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQU4L TO THE DIAMETER OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 400.1. REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE WITH 2" OF ASPHALT CLASS "B" OR AS APPROVED BY THE ENGINEER. Y PUBLIC WORKS ,P N� DEPARTMENT TYPICAL UTILITY COVER ADJUSTMENT FOR PAVEMENT OR OVERLAY STD. PLAN - 400.4 DECEMBER 2010 RECESSED Not to Scale LIFT POCKET FRAME aO 3/4" LETTERING "SEWER" 2' C" I DIAMETER 1 2'-0" e SEWER (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1.5 STAINLESS STEo o o REFSTE. PART #00981177 o o 1-3/16" 10-1/2" 8" CLASS "B" 5/8') /8" ASPHALT 1/4- 2-1 4" I BOLT DETAIL CAST IRON RING AND COVER 45' (1/8) BEND 45- (1/8) BEND SAND OR EXPANDABLE FOAM PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. B" AND 5" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0- THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. STD. PLAN - 403.1 ff`='%PUBLIC WORKS Sit OR 6" CLEANOUT APPROVED: DEPARTMENT FOR SANITARY SEWER MAIN hif D OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. I - EX. SEWER MAIN PROPERTY LINE (LENGTH AS NEEDED) Z _-SPOOL j o 3'-0' 8" SEWER STUBE n FUTURE 4" SIDE SEWER I 2"x 4" STUD MARKING POST PAINTED SEWER MAIN TEE X 5" TEE 6" CAP WHITE PATH THE WORD "SEWER" STENCILED W I IN 3" HIGH BLACK LETTERS AND #6 MAR= WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. COUPLING t>� 1 6 ' 4 I 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR 6 : APPROVED EQUAL, SPECIFY -SEWER- ON LID), I (SEE STD. PLAN 403.1 FOR INSTALLATION) - r __ -_ I __ AM EAGLE THREADED CLEAN -OUT ADAPTER HUB BEND AS PLUG (OR APPROVED EQUAL) REQUIRED EXISTING SANITARY SEWER MAIN _2.0% MIN. SLOPE \\� \ ` FUTURE 4- SIDE SEWER SEWER STUB 6"X6"X6' WYE `FUTURE 6"x 4" REDUCER `SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR a0 SEWER CONNECTIONS TO EXISTING SEWER MAIN A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK' FLEXIBLE CCUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC h C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). 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. Z 3000 PSI MIX CONCRETE }• / PdG�CtN BLOCKING �� 15 /M�•SF- 6v- µN 25 MIN 540PE ----------------- 6„ TEE HORIZONTAL 6" MIN. SEWER SEWER MAIN MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN BETWEEN 25' AND 45" TYPICAL SIDE SEWER 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 ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER STD. PLAN -406.1 • PUBLIC WORKS INSTALLATION APP D DEPARTMENT ,Q (SEWER MAIN TO PROPERTY LINE) " oA W (SEE NOTE 7) LIMITS OF PIPE ZONE ill 0" BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL 6" 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. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WID-H SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS WASyo��'Cn 2-- 2 27460 0 0,FSPPS . o.. 1 01 /15/2018 N0. STD. PLAN - 405 REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISION MANHOLE FRAME AND COVER PER DRAWING 401. 4" MIN. TO 12" MAX. d d e 24' LO 0 12"4. a N w e ED m 17 ' a � :Q 4e 4 19� 54" e. ..�• a •. a e a.4 • ' d� o '• ! a a ed a ' ..a •oe• .4. a• A.•. ..tea• .�. ..� 6' NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TC BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 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 WHITE. B. 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. ti`�Y O 3TD. PLAN - 400,2 + :� + PUBLIC WORKS SANITARY MANHOLE '' DEPARTMENT SHALLOW 'f'FA,Tp'� MARCH 2O06 P. I. a -UR\S SH4L_ BE ACCDIIAML1 SEED BY MEPNS OF A WYE WITH CLEANOUT AND 45- BEND. TWO 45BENDS SHALL NOT BE 4" BEND AS REQUIRED (NO MORE ACCEPTABLE. (SEE NOTE 11) THAN 45' BEND), EVERY 2ND 4" CIEANOUT WYE WITH CHANGE IN DIRECTION OR GRADE 45' BEND AND 'LUG. WILL REQUIRE A SURFACE (SEE NOTE 11) CLEANOUT WYE. (SEE NOTE 11) w w w Z r Z ZI r Z HOUSE oI HOUSE oI HOUSE oI HOUSE c ere �•, 3 -0" MIN. I- 4" SEWER PIPE SURFACE CLEANOUT 6"x II WYE \ 4" SURFACE a CLEANOUT t (TYPCAL) 4" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) WYE -4 TEST TEE WITH AND 3. MIN MUM LINE SIZE FOR 1 1 4" WYE WITH PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" (TYPICAL) I PRCPERTY LINE CLEANCUT PROPERTY LINE - -7-3, MIN. � � 6"x 4" REDUCER � F r= F (TYPICAL) F MAIN SEWER LINE NOTES: IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING 1. Prior to installation of a sanitary sewer connection, a side -sewer FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION permit must as purchased from the City of Renton Public Works OF THE NEXT UPSTREAM MANHOLE COVER OF THE Department. PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION o z DEVICE SUCH AS CLEAN CHECK EXTENDABLE 1 BACKWATER VALVE OR APPROVED EQUAL SHALL BE 2• Types of pipe and fittings that can be used for sanitary sewers 'n INSTALLED. shall be approved by the Department of Public Works. Ru)ber or ad neoprene gaskets as specified by the manufacturer, shall be 4" FLEXIBLE COUPLIN3 (FERNCO OR EQUAL) used on joints. z 0 a_ 3. A minimum grade of 2% (1/4" per foot) must be maintained m N SURFACE CLEANOUT 4"x 4"x4" WYE with 4" ptpe. In the event a 2% grade cannot be maintained, the 4" PIPING owner must sign a City of Renton grade release form and then can install 6" pipe at a grade of 1 a. PLAN BUILDING DRAIN FOR 4. For inspection of side sewer, call 21 hours in advance. The LOW ELEVATION HOUSE inspection phone number is on the side sewer permit. Ste must be ready for inspection and representative on site when inspector arrives at appointed time. Side sewer and stub shall be tested per City specifications. Make the connection at the MAIN TO PROPERTY LINE 5'-0" 5'-0'• house. Do not backfill the ditch un-il approval is given by the -- PROPERTY UNE FROM THE HOUSE BUILDING DRAIN inspector. Final approval will be granted after the existing septic SIDE SEWER BUILDING SEWER V-6" tank has been pumped out and filled with sand. 3'-0"MIN. TO S-O" 5. Install side sewer with 2' minimum cover. 18" cover is allowed _ at the house if outlet is shallow. � 6. If side sewer stub is not available. The owner shall be I ad I ( 1 1� v,.. A responsible for its installation per standard drawing 406.1, All r m- �N .AZOA O 0 A -, A ry C r = m� a mwzm : = Axz p wank within street right-of-way shall be done by a licensed and z oLn r0,: z T S n T O O A z a v_ f X y ig �, o -n� banded contractor. mm ~o �oz mForS °v c' z o?m 0x v0 m Am r m n 0 z orm 7. All work shall be accomplished in accordance with the Washington rn 1 Oro A > v 8O .0 y e m : v Z- 0 m A m m Industrial Safety and Health Act. (WISHA) az, z�w �n ti m v� v z 00 ymi=x ur EI c > v 1 <o z g 8. All trench res:orotion for side sewers in the public right-of-way rrn m n n cy -s z z p m ~ shall conform to the mast current trench restoration cZi v u0-i n, 0 i m I a' d r3j a+ a m ca requirements as in the Renton Stardard Drawings. R g mx :Z 0 ooce zv0 v 9. All building sewer and side sewers shall have bedding in ° 00 0 accordance with standard drawing z05. ce vv� AZ:2A m 10. There shall be a minimum 10 foot horizontal separation oetween o�mv sanitary side sewers and water services and a minimum 5 foot C r c horizontal separation between sanitary side sewers and all other ZO o v utilities. 11. The cleanou: at the Right -of -Way shall be installed per CALL FOR LOCATIONS BEFORE YOU DIG Standard Plan 407. The cleonout at the building shall be 48FR LOCATORS 1-800-424-5555 installed to surface grade. All other cleanouts shall be installed to within 12' a' the surface. TYPICAL BUILDING SEWER STD. PLAN - 406.2 e +\ + PUBLIC WORKS FROM PROPERTY LINE TO DEPARTMENT BUILDING CONNECTION AUGUST 2013 SURVEYED: TERRANE SURVEYING DESIGNED: DLO 1/2018 D.L. OFFE, P.E. DLO2017 9 DRAWN: / D.L. OFFE, P.E. DLO 2/2017 1 i CHECKED: :yME110%1atWa»:a 0 ....e A SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVE, 1988 HORIZONTAL: NAD 1983/1991 DATU M SANITARY 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 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. 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 Planning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public right of way. 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. 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. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by 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 unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 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 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. CITY OF R RENTON valsv_ Planning/Building/Public Works Dept. S-3919003 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON 14 PLAT KENDALL HOMES, INC. WASTEWATER DETAILS & NOTES 6201 NE 4th STREET W I - a J n DATE: 01/15/2018 T FIELDBOOK: Z PAGE: O DRAWING NO: W 18 SHEET:OF: 28