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HomeMy WebLinkAboutzS-4254setA PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON It Ln N LLI 1— U7 z LLU 75 LLI O rr n L 0 z a z O 1- 0 0 a z 0 J_ ZD m a 0 a ►i i LJ J L, 1 o ' ' o _ 4,9 e4.. Q - 6 �„ 26 i 25S _ —24- a I o NN _ 1 I —G �a �r — \ a 25— I W " _ _ 26 — — 6 — .. �_ -25- 10 u I —1_—'J7 —25 --25-i S7" MAPLE a I I I \ — -24— I I 3/ 6 MAPLE '� ��5 -3. S �� 236 TE a6 MAPLE 34 ?3� 23.1 k D 25 4 .23 4 — 24 _ a. I 6" MA E SSCO-01 6" SSCO I a I �'• J� J�� I N:174,169.55 3a 24.08 An RIM:22.96 \ 24— 'I IE:16.59 6" E (IN) 3 L ° IE:16.59 6" W (OUT) I i G 3R.3 I I jJ�j� lam' I I SS -- POINT OF CONNECTION TO BUILDING I I .1 woo N:174,169.92 — \SS 23— B E:1,295,627.08 ss ss I \ �. IE:16.65 6' W (OUT) I !J W.- I ' ss i 1 I ss i° VERT. BEND 13 31-F-6" PVC SDR35 ®2.00% N I I ' ss Ss I I II II 1 1 ` 48LF-6" PVC SDR35 @ 2.00% ° I so / ss ss I i 0 3 \ (SSCO 01 TO 45' VERT. BEND) I' s i � ss SS Lo SSLa SS I Cn ss SD I Cn —f GAS G SS / SD / I � J � SS � SD SS LSD I I rn o / 5SD ss' SS S / so (!� I I SS s / I �s� ,D JN� SD I SS VSD SS La SY Q� � ss� SD SD 12� I I I I SD 2� I 21.07/ � X tit � tiD• I I / 208a 05„ I I i10$1X J°� SD S I i I GRADING AND STORM DRAINAGE PLAN (PRIVATE) SCALE: 1"=20' 10 HORIZONTAL SCALE: 1"=20' Call 811 20 0 20 40 • ® two business days NORTH before you dig N O. REVISION SURVEYED: DESIGNED: DKM DRAWN: KLK CHECKED: DCD BY DATE APPR APPROVED: DCD SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M LEGEND PROPOSED FEATURES - SS SANITARY SEWER PIPE • SANITARY SEWER CLEANOUT A-14►1�:J_10Z101 1. SEE APPLICABLE GENERAL CIVIL NOTES ON SHEETS C0.1. 2. SEE CITY OF RENTON STANDARD WASTEWATER NOTES, STD. PLAN 413/C4.2 3. SEE SANITARY SEWER SERVICE PROFILE ON SHEET C4.2 4. SEE STD. PLAN 403.1/C5.2C FOR SANITARY SEWER CLEANOUT INSTALLATION. 5. SEE STD. PLAN 405/C5.2C FOR SANITARY SEWER PIPE INSTALLATION. 6. SEE STD. PLAN 406.1/C5.2C FOR SANITARY SEWER STUB INSTALLATION FROM MAIN LINE TO PROPERTY LINE. 7. SEE STD. PLAN 406.2/C5.2C FOR SANITARY SEWER INSTALLATION FROM PROPERTY LINE TO BUILDING CONNECTION. KEY NOTES 1� INSTALL SIDE SEWER FROM BUILDING CONNECTION TO PROPERTY LINE PER STD PLAN 406.2/C4.2 D C. Qy 4 sitts&hill I CIVIL I STRUCTURAL I SURVEY A 46449 ,<<j 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-0153 `O. http://www.sittshill.com/ REISSUED FOR PERMIT Project No.: 19682 Project Mgr.: Proj. Engineer: DCD Proj. Drafter: OCTOBER 30, 2023 W-425401 S-425401 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ° SAMorman 12/05/2023 DCD KLK rmr WASTEWATER UTILITY jstowell 12/11 /2023 DATE: • WASHINGTON STATE AUTO 2022.11.30 CITY OF DEALERS ASSOCIATION (WSADA) FIELDBOOK: RENT 0 N PAGE: ;R 1%297 621 SOUTHWEST GRADY WAY, RENTON, WA 98057 DRAWING NO: Planning/Building/Public works Dept. WSADA BUILDING ADDITION AND IMPROVEMENTS C4.0 WASTEWATER AND WATER UTILITIES CONSTRUCTION PLAN (PRIVATE) SHEET: OF: 18 26 (0 0) T O M N ME M H N a J A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON It Ln N LLI 1— z LLU 75 LLI O r n 2 0 z a z O 0 0 a z 0 J_ ZD m a 0 a LJ J L, MH2566, SSMH TYPE 1-48" N: 174,211.49 E:1,295,561.78 RIM: 24.42 INVERTS NOT FIELD VERIFIED 116LF-12" CONIC (MH2565 TO MH2566) / SLOPE NOT FIELD VERFIED a ASSUME 0.25% POINT OF CONNECTION TO 12" CONIC SS MAIN N:174,162.74 E:1,295,567.67 I E: f 7.55 12" IE: 7.80 6" 9LF-6" PVC SDR35 @ ±90% (SLOPE SHALL VARY BASED ON EXISTING INVERT ELEVATION OF CONCRETE PIPE AT POINT OF can CONNECTION) o 45' VERT. BEND N:174,163.76 E:1,295,576.14 IE:15.62 6" 48LF-6" PVC SDR35 ® 2.00%� (SSCO-01 TO 45° VERT. BEND) o I MH2565, SSMH TYPE 1-48" N:174,096.24 E:1,295,575.70 FIELD VERIFIED RIM:9.40 IE:8.07 12" E (IN) IE:7.72 12" N (OUT) oN V)U) o o ' ' o _ A - _ 26 ' S— A- I I I I I I --25-/ U7" MAPLE ' I I " MAPLE O 1E ° a (5 MAPLE � 34 23� i 23.7 k D 25 3 _ °. —Opp 23.4 —24 I I 6" MA E \CSe I I�'�1J�1 !J11'A 24_ ti4. _ A f 3 83 5 SS - \SS 23— 3 a I I I I I ,,J / SS \ / SSCO-01 SS SSA :Q::: SS 3 1 ss ss � III \ \` � I so ��J ' Ss i 3 I\ •�j a I., s i Ss ss SS I o _ / SS Ss I \ / • f� -cc �� BP SS L a I SS SD I —f GAS G �- J � TV Ss SD SS / SD / I i J / � ° Q I SS / SS / so I I SS SD ' SS � SD � S SS SD / �S � SsSID I I JN� � SD I SS VSD SS SY — SD SD Y 1� 21.o7 I I /X2D ,_ I TN TO I I � 5 „ I I I SD —�— S I I GRADING AND STORM DRAINAGE PLAN (PUBLIC) SCALE:1 "=20' 10 HORIZONTAL SCALE: 1"=20' Call 811 20 0 20 40 • ® two business days NORTH before you dig FNO. REVISION SURVEYED: DESIGNED: DKM DRAWN: KLK CHECKED: DCD BY DATE APPR APPROVED: DCD SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY I I I I I I VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF R 1W211V RENTON Planning/Building/Public Works Dept LEGEND PROPOSED FEATURES - SS SANITARY SEWER PIPE • SANITARY SEWER CLEANOUT A-14►IV.110Z101 in 1. SEE APPLICABLE GENERAL CIVIL NOTES ON SHEETS COA. 2. SEE CITY OF RENTON STANDARD WASTEWATER NOTES, STD. PLAN 413/C4.2 3. SEE SANITARY SEWER SERVICE PROFILE ON SHEET C4.2 4. SEE STD. PLAN 403.1/C5.2C FOR SANITARY SEWER CLEANOUT INSTALLATION. 5. SEE STD. PLAN 405/C5.2C FOR SANITARY SEWER PIPE INSTALLATION. 6. SEE STD. PLAN 406.1/C5.2C FOR SANITARY SEWER STUB INSTALLATION FROM MAIN LINE TO PROPERTY LINE. 7. SEE STD. PLAN 406.2/C5.2C FOR SANITARY SEWER INSTALLATION FROM PROPERTY LINE TO BUILDING CONNECTION. KEY NOTES INSTALL SIDE SEWER STUB, FROM PROPERTY LINE TO SEWER MAIN, PER STD PLAN 406.1 /C4.2 D C. � 4 sitts&hill I CIVIL I STRUCTURAL I SURVEY A 46449 ,<<j 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-0153 `O. http://www.sittshill.com/ REISSUED FOR PERMIT Project No.: 19682 Project Mgr.: Proj. Engineer: DCD Proj. Drafter: OCTOBER 30, 2023 W-425402 S-425402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SAMorman 12/05/2023 DCD KLK WASTEWATER UTILITY jstowell 12/11 /2023 DATE: WASHINGTON STATE AUTO 2022.11.30 DEALERS ASSOCIATION (WSADA) FIELDBOOK: PAGE: 621 SOUTHWEST GRADY WAY, RENTON, WA 98057 DRAWING NO: WSADA BUILDING ADDITION AND IMPROVEMENTS C4.1 WASTEWATER AND WATER UTILITIES CONSTRUCTION PLAN (PUBLIC) SHEET: OF: 19 26 (0 0) T O M N ME H H N a J A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON N I O W I— z J DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 WASTEWATER UTILITY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS 8 SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS 3 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, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION 4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY 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 IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 6. 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 THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING 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 THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). 8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35, C900/C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC) UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS 8 SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR ♦ PUBLIC WORKS WASTEWATER UTILITY STY PLAN-413 Avv Ro I� DEPARTMENT Martin Pastuchal.0/26/2 STANDARD NOTES DATE DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 ALL 90 TURNS SHALL BE ACCOMPLISHED BY MEANS OF A WYE WITH CLEANOUT AND <" BEND AS REWIRED (NO GREATER 45 BEND TWO 45' BENDS SHALL NOT BE THAN 45- BEND) EVERY 2ND CHANGE 4" CLEANOUT WYE WITH ACCEPTABLE (SEE NOTE 11) IN DIRECTION OR GRADE WILL REQUIRE 45 BEND AND PLUG A CLEANOUT WYE (SEE NOTE 11) I (SEE NOTE 11) z z z 7 HOUSE $I a HOUSE �I a HOUSE gI a HOUSE 3-0" MIN I• 4" SEWER PIPE SURFACE CLEANOUT 4" SURFACE (TYPICAL) 6"x 6"x6" WYE (SEE STD PLAN - 407) Y CLEANOUT WYE 14„ 4" TEST TEE WITH 4" SEWER PIPE. SEE NOTES 2 AND 3 MINIMUM LINE SIZE FOR WYE YAlli PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" R O W LINE �• CLEANOUT (TYPICAL) ( R 0 W LINE - `O 3' MIN iO iO 'O 6"x 4" REDUCER ° N N (TYPICAL) N MAIN SEWER LINE - NOTES z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION 1 PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION. A z o OF THE NEXT UPSTREAM MANHOLE COVER OF THE SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF ° PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION RENTON PUBUC WORKS DEPARTMENT. b o DEVICE SUCH AS CLEAN CHECK EXTENDABLE '^ VALVE OR APPROVED EWAL SHALL BE 2 FOR INSPECTION OF SIDE SEWER, CALL 24 HOURS IN ADVANCE NSTAWLEOR m THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER PERMIT 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE m ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED TIME DO NOT 5 !' BACKFILL THE DITCH UNTIL APPROVAL IS OVEN BY THE INSPECTOR 5 in SURFACE CLEANOUT m 4"x 4"x4" WYE 3 SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SDR 35 WITH RUBBER 4" PIPING GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE PUBLIC PLAN WORKS DEPARTMENT BUILDING DRAIN FOR 4 A MINIMUM GRADE OF 2% (1/4" PER FOOT) MUST BE MAINTAINED LOW ELEVATION HOUSE WITH A 4" PIPE IN THE EVENT A 2R GRADE CANNOT BE MAINTAINED WITH THE APPROVAL OF THE PUBLIC WORKS INSPECTOR, THE MAIN TO CONTRACTOR MAY INSTALL A 6" DIAMETER SIDE SEWER AT NO LESS 5 FEET R 0 W LINE R 0 W. LINE TO CLEANOUT MAX THAN IX SIDE SEWER STUB BUILDING SEWER BUILDING DRAIN 5 INSTALL SIDE SEWER WITH 2' MINIMUM COVER 18" COVER IS ALLOWS_ 3 FEET MIN I-- AT THE HOUSE IF OUTLET IS SHALLOW 6 ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 ' rKml K c ' x - > : - x y m a = 7 WHENEVER FEASIBLE, THERE SHALL BE A MINIMUM 5 FOOT z o m g +Ai n P i p v f x y z m 4 HORIZONTAL SEPARATION BETWEEN SANITARY SIDE SEWERS AND AI ° m ° z m m g: m c x 10+ m o L, �y° OTHER UTILITIES "�Ip M Cmm �♦ z 2 m � w, c z o,, m m cm > 8 SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUG IN THE v 8 z ° gg TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON THE CLEANOU- ti m I to v g AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO WITH i °� ,-,2 WATER TO THE TOP OF THE RISER PIPE NO LOSS OF WATER SHALL i m I w mm a OCCUR FOR A PERIOD OF 10 MINUTES. THE SIDE SEWER MAY BE ... • z ° CONNECTED TO THE BUILDING FOLLOWING THE SUCCESSFUL a m COMPLETION OF THE LEAK TEST 9 THE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE INSTALLED PER PLAN STANDARD PLAN 4061 THE CLEANOUT AT THE BUILDING SHALL BE BUILDING SEWER INSTALLED TO SURFACE GRADE ALL OTHER CLEANOUTS SHALL BE INSTALLATION INSTALLED TO WITHIN 12" OF THE SURFACE 10 IF SIDE SEWER STUB IS NOT AVAILABLE THE OWNER SHALL BE RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 4061 ALL WORK 'WITHIN STREET RIGHT-OF-WAY SHALL BE DONE BY A LICENSED AND BONDED CONTRACTOR CALL 811 BEFORE YOU DIG 11 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC Or g0 t0 RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 WWW Collbeloreyoudlg org 12 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA) TYPICAL BUILDING SEWER STD. PLAN -406.2 ♦ PUBLIC WORKS APP DEPARTMENT FROM PROPERTY LINE TO Martin PastUCtIW26/202 BUILDING CONNECTION 1 F+O�se4a90 DATE DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 RECESSED LIFT POCKET o 3/4" LETTERING "SEWER" e SEWER a (2) BOLT SOC. (ALLEN HEAD) 5/8" — 11 X 1 5 STAINLESS o o o STEEL REF PART #00981177 - 1- 3/ 16" SEE 10-1/2" 5/1 12-1/2"� 2-1/4" �- 14" CAST IRON RING AND COVER Not to Scale FRAME 1'_n" ni I'llrn 1'_n" 45- (1/8) BEND DR DABLE PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES, 1 8" AND 6" 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 8" THICK, S-O" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106 STD. PLAN - 403.1 •n PUBLIC WORKS 8" OR 6" CLEANOUT DEPARTMENT FOR SANITARY SEWER MAIN Martin PastuCIJA/26/2020 BD DATE VARIES 1' i• I MIN I MIN MIN � MIN IN THE EVENT TRANSVERSE PATCHES EXIST j WITHIN THE AFFECTED STREET, THE LENCTH }II OF THE PATCH SHALL BE EXTENDED TO I } INCLUDE ANY EXISTING PATCH WITHIN 10 + I FEET OF THE EDGE OF THE PATCH REQUIRED .I FOR THE NEW CROSSING AND ANY I SU65EQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND .I 50 ON LIP TO A TOTAL OF 300 FEET. - FACE OF GUTTER OR EDGE OF PAVEMENT TRAFFIC FLOW i I 2' HMA I 1 CENTER LINE OR `I LANE LINE 2- TO B" HMA { } � I I 6.5' MIN. 2' DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES 6.5' MIN. PJ;IES 1' T 1' 1' DEPTH OF EX}STING PAVEMENT V SMIN MIN r MIN MIN 2" SAWLUT AND REMOVE aR PLANE. SEAL WITH 2" - 6" MIN. HMA (SEE NOTE 2) AR-4DO0W [EACH SIDE) 5" CRUSHED SURFACING TOP COURSE (CSTC) 2" HMA PER WSIDOT RD SPECIFICATIONS, COMPACTED TOA955X MODIFIED PROCTOR, SAWCUT AFTER 6ACKFILL (EACH SIDE) CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL WSDOT1ST GRAVEL BORROW (9-03-1 NA PER WSDOT STANDARD SPEQFICATIOh1S OR NATIVE MATERIAL IF APPROVED IN WRITINO BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 959 (tl MODIFIED PROCTOR. WIDTH OF TRENCH AS REQUIRED BYSIZE OF PROPOSE PLUSIMPRN ENTALL (SEE E O R STANDARD SPED SHORING, 2-094) PLUS AN ALLOWANCE FOR IE SHARING. SHORING, IF PIPE TONE BEDDING- MATERIAL- SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 1101 STANDARD SPECIFICATION 7-08.3(1)8 TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN IMA TYPICAL TRANSVERSE PATCH FOR PLAN - 110 • PUBLIC WORKS FLEXIBLE DEPARTMENT? PAVEME T WIITH OVERLAY AENT OR IO f� 1 12: • Call 811 • ° two business days before you dig Ivo. II:�av/[.`lIMI I 12: DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 30 25 20 15 m 5 —0+20 0+00 0+20 SANITARY SEWER SERVICE SCALE: H: 1 "=20' ; V: 1 "=5' SURVEYED: DESIGNED: DRAWN: DKM KLK CHECKED: DCD BY DATE APPR APPROVED: DCD SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) - \ FOUNDATION LEVEL LIMITS OF PIPE ZONE 0. D. 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. 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 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED 7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 40S R..PUBLIC WORKS PIPE BEDDING A°P DEPARTMENT FOR SANITARY SEWERS Martin Pastucha/26/202 b Fuseaaa�u DATE 12 DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 r<� r-i-r----------I EX. SEWER MAIN I I I 1 l PROPERTY LINE F�SEWER I I 1 1S NEEDED) iiiIS—O" MINER STUBI II •FUTURE 4" SIDE SEWER 2"x 4" STUD MARKING POST PAINTED 6"CAPVMITE WITH THE WORD "SEWER" STENCILED EE X 6" TEEi i i i I IN 3" HIGH BLACK LETTERS AND #6 WIRE SIDEWALK i z WRAPPED AROUND THE STUD AND 1 1 I I COUPLING EXTENDED TO THE TOP OF THE STUD I I I I (TYP ) L_J_L_________J I1 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER O (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR 14 APPROVED EQUAL, SPECIFY "SEWER" ON LID), 0 CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD CONCRETE PAD TO BE 8"IN DEPTH -------- I 1 BEND AS —_ g" REQUIRED EXISTING SANITARY SEWER MAIN —2 0% MIN SLOPE \ \\ !\\ `FUTURE 4" SIDE SEWER \�6" SEWER STUB `6"X6"X6" WYE `FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING 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 k C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED NTH A ROMAC SADDLE (OR APPROVED EQUAL) D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HOPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL NOTES 1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 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 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 R SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RICHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB STD. PLAN -406.1 UR•�}� PUBLIC WORKS AP° "'IC DEPARTMENT INSTALLATION Martin PastuCftW26/202 (SEWER MAIN TO PROPERTY LINE) 18,FOB80„yu DATE ■■■■■�����■■■■�■■■\WIN 7■■IIq■■i2mE■�■ ■■■■■■�Ii11111YW1■ir■■■■�■__������ ar,■7i'i'ir1Y�lYiY■�ii■■ ■■■■■■■ I ■F�\■/I■■!�:IIR�.'"T: 6001"1 J■■■■I..,�il' ■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■ ■■ ■■■■■■■■■■■■■■■■■■■� 111%, � si��i1 lK VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 30 25 20 7.13 15 10 C TY OF RENTON Planning/Building/Public Works Dept 1 12: LD C. O W1S�.. 41- sitts&hill CIVIL I STRUCTURAL I SURVEY 46449 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-0153 () http://www.sittshill.com/ Project No.: 19682 Project Mgr.: DCD REISSUED F 0 R PERMIT Proj. Engineer: DCD Proj. Drafter: KLK OCTOBER 30, 2023 W-425403 S-425403 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ) SAMorman 12/05/2023 WASTEWATER UTILITY jstowell 12/11 /2023 DATE: WASHINGTON STATE AUTO 2022.11.30 DEALERS ASSOCIATION (WSADA) PAGE:OOK: PAGE: 621 SOUTHWEST GRADY WAY, RENTON, WA 98057 DRAWING NO: WSADA BUILDING ADDITION AND IMPROVEMENTS C4.2 UTILITY NOTES AND DETAILS SHEET. OF: 20 26 T O N 1 LJ