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HomeMy WebLinkAboutzS-3986Set(3) CY) C'7 LO O O T A �J LO N O O O rH n S-398603 (0 CD CY) C17 1 C\I 1 n ►i Z O 0 Z W I- X LU rr LLI W U) I]J Q w LL BOLTHO-ES - 3 PLCS EQUALLY SPACED 120° APART JN 23 1/16' (586mm) DIA B,C (SEE DETAIL) RENTON SEWER MADE IN USA COVER & FRAME PLAN VIEW 25' D:A. [635mm] 1' 3/4' �25mmJ C19mm] 8 3/4' L 2 1/2' [222mm] 164mm] TYP COVER SECTION VIEW 26 1/2' DIA _ C673mm] 25 1/4' DIA E GASKET 1 1/16' 1/4' (6mm) DIA [27mm] NEOPRENE GASKET 1 7 6 C152mm] 5/8' 23 3/8' DIA CL OPEIJ [16mmJ 1594mm] 27 5/16' DIA C694mm] 34 1/8' DIA CB67mm] 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 (SPEDIFY "SEVIER"), OR WATER (SPECI=Y '[WATER"). +~►^ STD PLAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEM3ER 2008 COVER BOTTOM VIEW BLT SDC, (ALLEN HEAD) 5/8-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL RECESSED LIFT POCKET o D� 3/4" LETTERING 'SEWER" e SEWER (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1.5 STAINLESS STEREFSTE. PART #00981177 oOC� 1-3/16" 10-1/2" 5/8" T1-1/8" 2-1/4" I BOLT DETAIL CAST IRON RING AND COVER 1/4' 1 1/16' C6mm] C27mm] 1/9, [3mm] 1/8' CR3mm1 GASKET GROOVE DETAIL Not to Scale FRAME '-0" 21 DIAMETER 2'-0" EFINJ- r--�-t - i 8" CLASS "B" \- SAND OR ASPHALT EXPANDABLE FOAM 45' (1/8) BEND 45- (1/8) BEND PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" 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. Admftk APPROVED: STD. PLAN - 403.1 ♦ PUBLIC WORKS 8" OR 6" CLEANOUT DEPARTMENT FOR SANITARY SEWER MAIN M,1 PW [i Nl nn D OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. EX. SEWER MAIN PROPERTY LINE (LENGTH AS NEEDED) Z _-SPOOL 3 I o 3'-0' � 8" SEWER STUBE r, FUTURE 4" SIDE SEWER I 2"x 4" STUD MARKING POST PAINTED SEWER MAIN TEE X 5" TEE 6" CAP/ WHITE WITH THE WORD "SEWER" STENCILED W I IN 3" HIGH BLACK LETTERS AND #6 W1R= WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. COUPLING k>, I ' ~ I 6"X6'X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER- ON LID), I (SEE STD. PLAN 403.1 FOR INSTALLATION) I r-______ L--_J JM EAGLE THREADED CLEAN -OUT ADAPTER HUB BEND AS & PLUG (OR APPROVED EQUAL) REQUIRED EXISTING SANITARY SEWER MAIN MIN. OPE _2 \\ �6" -FUTURE 4" SIDE SEWER SEWER STUB 6"X6"X5' WYE `FUTURE 6"x 4" REDUCER `SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCFDUR C FOR mm SEWER CONNECTIONS TO EXSTING SEWER MAIN A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK' FLEXIBLE COUPLINGS (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. 3000 PSI MIX CONCRETE ' -F• / P�NO BLOCKING �� 15 � µN 6" /1 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 ED. 4.A! DEPARTMENT (SEWER MAIN TO PROPERTY LINE) " W (SEE NOTE 7) --� f- LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) O.D. OF PIPE 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. STD. PLAN - 405 PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS 7' 1 B, T- NOT TO SCALE 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 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' 'B' 'C' I 'D' I 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 6C" MH 60" 8" MIN. 6" MIN. 42" MIN. 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 OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 112 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR 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" 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. `zY STD. PLAN - 400.1 PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT FNT� SEPTEMBER 2011 WASgo��',� SURVEYED: DESIGNED: D.L. OFFE, P.E. ° DRAWN: 27460 CHECKED: FSS/ O N A L � �' 12/14/2017 NO. REVISION BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL --- IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 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 vassv_ Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER UTILITY:0.%] DEVELOPMENT ENGINEERINGdchristen 12/14/2017rnair 12/14/2017 DATE: 559 HOQUTAM SEWER EXTENSION 122/14/2017 TUSCANY CONSTRUCTION, LLC ( PAGE: WASTEWATER DETAILS & NOTES DRAWING NO: 559 HOQUTAM AVENUE NE RENTON, WASHINGTON SHEET,. 2 OF: 3 0') 00 co LO O T , u H H S-398602 A PORTION OF THE SW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON 11.1mmi (fl 00 d7 C'7 N i n z O Cn z Lu X W Lu W U) 3"" BRASS DISC W/ PUNCH MARK SOUTH 1/4 CORNER I� 10-23-05 (VISITED 3/07/06) CITY OF RENTON #1851 SURFACE MON I N: 180,978.6275 FEET (COR) E: 1,313,999.609 FEET (COR) VISITED 3-7-06 COR #1849 TO COR #1851 SEWER S 00°15'21" E 2,636.97' (M) SERVICE S 00' 15'36" E 2,636.90' (COR) o' SOUTH 1/4 CORNER TO CITY OF RENTON #1851 " S 85°49'31 E 18.76' QP ICY) o STA. 19+66.47, 11.56' LT. EX. SSMH I RIM=456.72 IE=448.00 (CTR CHANNEL) 0 IE=448.10, 8"(N)-IN FOUND SURFACE MON 1-1/2" ALUMINUM DISC WITH "X" INT'X NE 5TH PLACE HOQUTAM AVE. NE (VISITED 3/07/06) STA. 19+72.24, HOQUTAM AVENUE NE 972.24' 19+00 S 00° 10'56" W 1,317.65' D z I INT'X NE 4TH STREET HOQUTAM AVE. NE O 00 00 STA. 10+00.00, HOQUTAM AVENUE NE n N Z U0 - V rrl T cOo � cn I -C-i m FOUND MON IN CASE 4"X4" CONC. MON W/ 2" BRASS DISC & PUNCHMARK DOWN 0.45', 0.19' SOUTH 0.06' WEST OF CALC POS N I (VISITED 10/13/16) �F, � J � � I I z w Q U wol� 22' M � L0 Cn w U z x I W U) �I I SEWER SERVICE \P\-V aJ �6� �O 0 D H�Cn m= D / m .z m -� z O x m m o 0 vgv < < NNal py) R 0 N z 4.5' SEPERATION FROM NEW SEWER TO EX. STORM ml� 0 Jar &0,- x +0 om I f Z m QP ILO O L() 00 Ln + Q 00 In II L6 Q 00 U N Ln O•j U LLj r 9 � dzo 4J\1 � 0 Z �<D G0/ CID ' m = hQP� D oo z Ln o II -t + Q � SSMH 1 48" 1 o U LLnn RIM=458.86 d o � IE=452.02, 6" NW,NE)-IN J D IE=451 92 8"�S)-OUT SEWER SERVICE CD '��<0p Zen �0) m O 0) CO N v Ln (nU— <� , / m= D / e o. <. ° . m ° e CONC. WALK a N 00' 10'56" E 67.02' , �rnrrrrmrrmrrrmrmrrrmrrrmrmrrrmrrrrrrrrmrrmr rrrrrinrrirrrrirrrrrir»rirrTrirrTrrinrrirrrrirrTrrirmirrrrirrrrrirrnirrTri rrmimrirrmirmimrirrm rrrnrrmrimrirrmrrmirmirrrrirr L HUJ o 192LF., 8" PVC SS ©S=1 .99% 1 A , CONC. WALK a e �• o ° o'cI LIMITS OF 2" GRIND 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 11 41 _ � n -4 J N N I ' w w U) -I 21' z �I /AND (TYPICAL)OVERLAY 2D-+00 - 21 +00 22+00 "SD � 174.28' D n 51�n ?3; n �n — �rar rmrr razrr rani rani r�r r�i lurrrurruurrlurirurirrurr�rr r — 8' SEPERATION FROM NEW SEWER TO EX. STORM — JNOO „Zl 0D 22En D� EX. FOG LINE / I I T 7 LIMITS OF TRENCH —� RESTORATION �58 2 W L0 < -11 u 0 Cn w�PO cn (0 -`' M CA c0 N N 01 w J\Pp`L�p� QP 5- \ 0 \ m� 00 D 00 0 O " L II Ln °' + U CV Ln Qo II W 0 (% U I I I I I oQ o <Jp < QP EX. WD 90 8" WM FOG LINE ►y NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL \ \ OQUTAM AVENUE NE \ o x CID D D m Ln Ufl < I I 41 v� I - ' J U cn 0) O,I- U)IO w 0/ 0 J��Jti i J\P�`� ph �<0�� QP 458 ONOO „Z l 460 — o � INSTALL 6" SIDE SEWER STUB m< PER STD. PLAN #406.1 D I u I (TYPICAL) v � Q I 1 I I �o I J� �o za 41 U-i _ 2 Q w �+It g NOTE: ANY SIDEWALK DISTURBANCE WILL REQUIRE FULL REPLACEMENT AS �� �I E.X. PROFILE 460 Ln CENTERLINE HOQUTAM AVE_. NE 460 M NIMUMNEL RESTORATION H 1 g h I a 11 c Is q ,�, w. . ......................... _.___—_-----------.— { _-----.— z ----- T z I I Renton . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . . . . . . . . . . . . .� . . EX. WD#90 8" W..M... . . . .. . . . . . . . . . . . . . . . ONOO „ZI• FOUND MON IN CASE 4"X4" CONIC. MON W/ 2 BRASS DISC & PUNCHMARK OFF CENTER. DISC WAS LOOSE AND PULLED OUT OF CONC. PUT BRASS BACK IN CONC. AND LOCATED CENTER OF DISC DOWN 0.6' (VISITED 10/13/16) INT'X NE 6TH STREET/HOQUTAM AVE. NE STA. 23+27.26, HOQUTAM AVENUE NE GRAPHIC SCALE 0 10 20 40 inch = 20 feet N E 12th St lu Z Lu iv ` W < .1 rye 10th St } :F m 10 6rh �Pt EX. 12 SD NEAR = - I SS C�?S=1.�9� Ath St 92LF., 8" PVC ,�'� NE 4th �t 1 I: 450 i i . . . . 450 Z SSMH 1 48" RIM=458.86 1h AS -BUILT 01-1 1 -2019 IE=452.02, 6" NW,NE)-IN EX. SSMH: IE=451.92, 8" S)-OUT CONSTRUCTION RECORD DRAWING RIM-456.72 HOQUTAM AVENUE 'NE THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED 0 IE=448.00 (CTR CHANNEL) SEWER PROFILE BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED IE=448.10, 8"(N)-IN INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY OFFE ENGINEERS PLLC HORIZONTAL SCALE: 1 "=20' ON JANUARY 11, 2019. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE 20+00 21 +00 VERTICAL SCALE: 1 "=5' WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. tiL L • ��' OFFE ENGINEERS �� of `WASq jNc�'� SURVEYED: SCALE: VERTICAL. NAVD 1988 83/1 , P io°°�, 4SITE SURVEYING HORIZONTAL: NAD 1983/1991 13932 SOUTHEAST 159TH PLACE `a� ti >� DESIGNED: L. OFFE, P.E. CITY 0 F RENTON, WASHINGTON 98058 r ° DRAWN: RENTON PHONE: 425-260-3412 ��°°.�' 2'460 ° ONE INCH DATU M ��c/STE�� �,� CHECKED: IFAT NOT L SCAIF Planning/Building/Public Works Dept. CONTACT: DARRELL OFFS, P.E. S�ONAL° 01 /1 1 /2019 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY PROJEC SITE w Ill 4 RECORD DRAWINGS IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: 559 HOQUTAM SEWER EXTENSION 01/11/2019 TUSCANY CONSTRUCTION, LLC FIELDBOOK: PAGE: WASTE WATER PLAN & PROFILE DRAWING NO: 559 HOQUTAM AVENUE NE RENTON, WASHINGTON SHEET: 1 OF: 3 LO T u Q J S-398601