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HomeMy WebLinkAboutzR-4227set3 V) NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. N SNYDER PROPERTY C) I ' LU FOUND 1/2" REBAR WITH ORANGE PLASTIC CAP STAMPED J "TERRANE 15025 37547 51800", CO 1.2'S. X 0.4'W. FOUND 1/2" REBAR WITH ORANGE OF DEEDED P.C. , PLASTIC CAP STAMPED "TERRANE 15025 37547 51800", 0.5'E. OF P.C. 5'CLF ° FENCE TEE O w FENCECORNER / 2.0'S. X 0.5'W. I 0, Q r"7., O 2.5'S. X ° OF DEEDED P.0 TRANSFORMER(E) CO 0.2'W. OF ����� KING COZIII GATE P. C DEEDED FOUND 4"X4" CONCRETE MONUMENT WITH OP OP N A 70N 1/2" BRASS PLUG, DOWN 0.8' IN FENCE TEE MONUMENT CASE I w 0.3'W. OF R II 12"ADS=516.62 �.� J = �c � _ z ?2ND PL i 520- / FENCE CORNER '- I PARCEL B J ON t 12"ADS=515.20 II TAX PARCEL NO. Ln FOUND 1/2" REBAR WITH (5 SSMH 366450-0228 x YELLOW PLASTIC CAP STAMPED "HANSEN 21464", RIM=518.74 " `1.2'W. OF P.C. 8"PVC=509.64(E) -A FENCE CORNER 8"PVC=509.49(S) 0.2'N. X 0.1'W. OF P.0 ,\ FENCE END 4'WDF a_0.7'W OF P.C. x 6" WIDE L� CONCRETE � FOUNDATION - (.0 FOUND BENT x ,' i a_ 3/4" I.D. IRON ' I` PARCEL A i SSMH PIPE, LOCATED ' ° TAX PARCEL NO. i �i RIM=514.90 AT VERTICAL I ' 366450-0226 BEND, 3.4'N. X � ° ° ° ° � � . �i 8"PVC=505.39(N) 0.1'W. OF P.C. x 0 j ° 516" - 8"D1=505.04(S) II 12"GONG= 12.61 " SDCB SL FENCE CORNER — RIM=514.47 0.4'S. X 3.2'W. 6"PVC=512.28(ESE) OF P.0 I INGRESS/EGRESS & - _ _ 12"ADS=512.21(N,S) UTILITY EASEMENT �. — Q- - - REC. NO. 20220105000736 TRANSFORMER(N) 6'CLF ----- - --- ° WIRES DOWN(N) �'CLF FOUND 1/2" REBAR - - _ _ SWALE WITH YELLOW PLASTIC FOUND 1/2" REBAR WITH YELLOW II CAP STAMPED "HANSEN PLASTIC CAP STAMPED "HANSEN SDCB SL LS 21464", 2.9'N. X LS 21464", 0.2'N. X 0.3'W. OF P.C. a- RIM=514.31 0.2'W. OF P.C. 12"CONC=512.14 II 12"ADS=509.79(N) 12"CONC=511.31 12"ADS=509.66(S) 12"CONC=510.30v 4 3 I LEGAL DESCRIPTION: PARCEL A: THE SOUTH 106 FEET, LESS THE WEST 85 FEET, OF THE EAST 112 OF LOT 4, BLOCK 2, JANETT'S RENTON BLVD. TRACTS, AS PER PLAT RECORDED IN VOLUME 17 OF PLATS, PAGE 60, IN KING COUNTY, WASHING TON; TOGETHER WITH THAT PORTION OF THE EAST HALF OF LOT 5, LESS THE WEST 85 FEET THEREOF, BLOCK 2, JANETT'S RENTON BLVD. TRACTS, AS PER PLAT RECORDED IN VOLUME 17 OF PLATS, PAGE 60, IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 5; THENCE WESTERLY TO A POINT ON THE WEST LINE OF SAID LOT 5 DISTANT THEREON &00 FEET SOUTHERLY OF THE NORTHWEST CORNER THEREOF AND TERMINUS OF THIS DESCRIPTION, AS PER KING COUNTY COURT CAUSE NO. 79-2-07450-1, IN KING COUNTY, WASHINGTON; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: THE WEST 85 FEET OF THE EAST 112, LESS THE NORTH 108.57 FEET OF LOT 4, BLOCK 2, JANETT'S RENTON BLVD. TRACTS, AS PER PLAT RECORDED IN VOLUME 17 OF PLATS, PAGE 50, IN KING COUNTY, WASHING TON; TOGETHER WITH THAT PORTION OF THE WEST 85 FEET OF THE EAST HALF OF LOT 5, BLOCK 2, JANETT'S RENTON BLVD. TRACTS, AS PER PLAT RECORDED IN VOLUME 17 OF PLATS, PAGE 60, IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 5, THENCE WESTERLY TO A POINT ON THE WEST LINE OF SAID LOT 5 DISTANT THEREON 8.00 FEET SOUTHERLY OF THE NORTHWEST CORNER THEREOF AND TERMINUS OF THIS DESCRIPTION, AS PER KING COUNTY COURT CAUSE NO. 79-2-07450-1, IN KING COUNTY, WASHINGTON; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) Q. SURVEYOR'S NOTES: 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM EQUITY TITLE OF WASHINGTON ALTA COMMITMENT NO. 21-109953 DATED OCTOBER 5, 2021. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED EQUITY TITLE OF WASHINGTON AL TA COMMITMENT. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON EQUITY TITLE OF WASHINGTON REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 18, 2021. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST, 2012 AND NOVEMBER, 2021. J. PROPERTY AREAS: • 40, 749i SQUARE FEET (0.9355i ACRE) (INCLUDING DEED OVERLAP AREA). • 40,647t SQUARE FEET (0.9331t ACRE) (EXCLUDING DEED OVERLAP AREA). 4. ALL DISTANCES ARE IN U.S. SURVEY FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A TRIMBLE S7 ONE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMEN TA TION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 7. CONTOUR INTERVAL = 2 FOOT. CONTOURS SHOWN ARE PRODUCED FROM A DIGITAL TERRAIN MODEL DERIVED FROM DIRECT FIELD OBSERVATIONS OBTAINED DURING THE COURSE OF THE FIELD TRAVERSE SURVEY. CONTOUR ACCURACY COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS (AT LEAST 90 PERCENT OF THE ELEVATIONS ACCURATE WITHIN ONE-HALF THE CONTOUR INTERVAL). 8. THE TOPOGRAPHIC ELEMENTS SHOWN ON THIS MAP ARE INTENDED FOR USE IN CIVIL ENGINEERING DESIGN. L[I a -3 c:-�I jgkk REFERENCES.- 1. PLAT OF JANETT'S RENTON BOULEVARD TRACTS, RECORDED IN VOLUME 17 OF PLATS, PAGE 60. 2. PLAT OF LIBERTY GROVE, RECORDED IN VOLUME 241 OF PLATS, PAGES 26 THROUGH 28, UNDER RECORDING NUMBER 20070530000037. J. PLAT OF HIGHLANDS PARK, RECORDED IN VOLUME 245 OF PLATS, PAGES 95 THROUGH 101, UNDER RECORDING NUMBER 20080109001255. 4. PLAT OF SADDLEBROOK, RECORDED IN VOLUME 263 OF PLATS, PAGES 55 THROUGH 58, UNDER RECORDING NUMBER 20131016002039. 5. SADDLEBROOK DIV. ll SHORT PLAT, RECORDED IN VOLUME 307 OF SURVEYS, PAGES 138 THROUGH 139, UNDER RECORDING NUMBER 201403049000002. HORIZON TA DA TUM: NAD 83191 PER CITY OF RENTON SURVEY CONTROL. VERTICAL DA TUM: NAVD 88 PER CITY OF RENTON SURVEY CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2103. PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 54794 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT THE INTERSECTION OF SE. 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET. BASIS OF BEARINGS: N0029'00'E BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER CORNERS OF SECTION 14-23-5 PER REF. 2 1 CITY COMMENTS D.R. STRONG 2 ONSITE INTERCEPTOR TRENCH CONSUL TING ENGINEERS 3 AS—BUILTS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 NO. REVISION YLP 08.07.22 YLP SURVEYED: DJC YLP 02.13.23 YLP DESIGNED: YLP YLP 10.4.23 YLP DRAWN: YLP CHECKED: YLP BY DATE APPR APPROVE TITLE RESTRICTIONS: SE 28 TH S T F F I? Q SE 130 TH L° SE 132ND S T � S 132N S T ~ o SE 133RD S Q ROJEC T S1 T SE 13 TH S T SE 7,34 TH S SE 2ND PL SE 136 TH S T - C/) Id L j S 4TH P Q Q Q 138T SCO THIS SITE IS SUBJECT TO: 1. EASEMENTS, RESTRICTIONS, RESERVATIONS, CONDITIONS, AND OTHER MATTERS AS SET FORTH ON THE PLAT OF JANETT'S RENTON BOULEVARD TRACTS, RECORDED IN VOLUME 17 OF PLATS, AT PAGE 60. 2. AN EASEMENT FOR INGRESS AND EGRESS FOR WATER SYSTEM/WELL, AND THE TERMS AND CONDITIONS THEREOF, AS DISCLOSED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 4450458. THE LEGAL DESCRIPTION FOR THIS EASEMENT IS INSUFFICIENT TO LOCATE THIS ON THE PARCEL. J. A NOTICE OF ENCROACHMENT AND THE TERMS AND CONDITIONS THEREOF, AS DISCLOSED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 8101200704. SAID AREA OF ENCROACHMENT IDENTIFIES THAT AREA LYING NORTH OF THE LINE DESCRIBED IN KING COUNTY COURT CAUSE NO. 79-2-07450-1, AS SHOWN HEREON. 4. A NOTICE OF ENCROACHMENT AND THE TERMS AND CONDITIONS THEREOF, AS DISCLOSED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 8101210641. SAID AREA OF ENCROACHMENT IDENTIFIES THAT AREA LYING NORTH OF THE LINE DESCRIBED IN KING COUNTY COURT CAUSE NO. 79-2-07450-1, AS SHOWN HEREON. 5. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 198102099006. SAID SURVEY IS FOR A PORTION OF THE SOUTH 150 FEET OF LOT 5, BLOCK 2 OF THE PLAT OF JANETT'S RENTON BOULEVARD TRACTS. 6. A NOTICE OF DECREE QUIETING TITLE TO AMEND LEGAL DESCRIPTIONS AND TO RID OF ENCROACHMENTS AND THE TERMS AND CONDITIONS THEREOF, AS DISCLOSED IN INSTRUMENT RECORDED IN CASE NO. 79-2-07450-1. 7. THE TERMS AND PROVISIONS CONTAINED IN ORDINANCE/RESOLUTION NO. 5465, RECORDED ON NOVEMBER 5, 2009, UNDER RECORDING NO. 20091105000541. & AN EASEMENT FOR INGRESS AND EGRESS, AND THE TERMS AND CONDITIONS THEREOF, GRANTED TO SANDRA D. SNYDER, AS DISCLOSED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20140806000614, AS SHOWN HEREON. AS -BUILT NO AS —BUILT INFORMATION ON THIS SHEET. I/ CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS—BUIL T BY D.R. STRONG, AND MAY INCLUDE L OCA TIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 912912023." SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 o O T Y OF 'R RENTON ONE INCH DATUM • AT FULL SCALE •v Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY VICINITY MAP 1 "=1, 000' PROJECT DESCRIPTION: ADDRESS OF THE PROPERTY-_.13229 & 13233 158TH AVE SE, RENTON, WA PARCEL NUMBER.........................366450-0226, -0228 PROPOSED PROJECT ................... FRONTAGE IMPROVEMENTS WORK WITHIN EXISTING R.0.W.:... 0.097 ACRES (4,240 S.F.) SEWER DISTRICT .......................... CITY OF RENTON WATER DISTRICT .......................... KING COUNTY WATER DISTRICT 90 PROJECT CONTACTS: OWNER................................................NW SEATTLE BUILDERS, LLC .......................................................... 9675 SE 36TH STREET STE. #105 ..........................................................MERCER ISLAND, WASHINGTON 98040 .......................................................... (206) 558-1174 .......................................................... CONTACT: JUSTIN LAGERS ........................................................... JUSTIN©AMERICANCLASSICHOMES. COM CIVIL ENGINEER/SURVEYOR............... D.R. STRONG CONSULTING ENGINEERS, INC. .......................................................... 620 - 7th AVENUE .......................................................... KIRKLAND, WASHINGTON 98033 .......................................................... (425) 827-3063 .......................................................... CONTACT: YOSHIO L. PIEDISCALZI, P.E. .......................................................... YOSHIO.PIEDISCALZI@ORSTRONG.COM .......................................................... CONTACT: JAMES G. REICHHOFF, P.L.S. .......................................................... JAMES. REICHHOFF@DRSTRONG. COM SHEET INDEX C1 1 OF 9 COVER SHEET C2 2 OF 9 TOPOGRAPHY MAP C3 3 OF 9 CLEARING AND TESC PLAN C4 4 OF 9 TESC NOTES AND DETAILS C5 5 OF 9 ROAD, GRADING AND LANDSCAPE PLAN C6 6 OF 9 COMPOSITE UTILITY PLAN C7 7 OF 9 ROAD DETAILS C8 8 OF 9 STORM DETAILS C9 9 OF 9 SEWER DETAILS NOTE FOR CERTIFICATION OF SUR l/EY INFORMATION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS NORTH GRAPHIC SCALE 0 15 30 60 `1 1INCH =30FT. R-042270 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00 OCD N N A, LJ LU 0- 0 DATE: IW 07.08.22 FIELDBOOK: PAGE: z DRAWING NO: 13229 & 13233 158TH AVE SE C 1 RENTON, WASHINGTON 98059 SHEET: 1 oP:9 DRS PROJECT NO. 21155 SNYDER PROPERTY COVER SHEET rr n O rr n rr W 0 z CD NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. SNYDER PROPERTY CITY OF RENTON CONTR( NO. 1851, MONUMENT NC HELD POSITION PER CITY N88 22 10„W ) (CALC. FOUND PUNCHED BRASS PLUG SET IN CONCRETE FLUSH 10 2623.87' (CALC., R3) N88'21'12"W (CALC.) WITH ROAD SURFACE w g- — + — N88'22'17 W C.O.R. 10 11 N88'21'19"W (R3) 11 15 2623.86' (C.O.R.)� 15 14 — 2622.48' (R3) 14PER )F RENTON CONTROL MONUMENT MONUMENT NOT SEARCHED FOR, TION PER CITY OF RENTON (R3) HELD 9 R3 I FOUND 1/2" DEED OVERLAP AREA REBAR WITH ORANGE PLASTIC S. LINE OF THE CAP STAMPED J N. 108.57' OF LOT 4 "TERRANE 15025 P 37547 51800", cO 1.2'S. X 0.4'W.rFENCE OF DEEDED P.C. S87.33'06"E 85.06' S87'38 4343"E 0 0 5506'z N O04 JN. LINE OF THE-0oS. 212' OF LOT 4 a ,n z rl� O JORNER� o �5'S. X 2'W. OF 10"D EEDED GATEC ° FENCE TEE 12"D 0.3'W. OF R W. LINE OF THE E. 1/2 OF LOT 4 (2)6"12"D AS -BUILT NO AS —BUILT INFORMA77ON ON THIS SHEET. "l CER77FY 7NAT 7NE INFORMA77ON SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEP774S, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURA7ELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON 7NIS DATE: 91291202J " Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) Q. �I 0 N z N O t0 w o J U_ W N �o O M C� (0co o_ aV) r) ~ Of O I O a O x U FOUND BENT 3/4" I.D. IRON PIPE, LOCATED AT VERTICAL BEND, 3.4'N. X4)4 0.1'W. OF P.C. TAX PARCEL N366450-0231 PORTION OF LOT I M _j Uj I 07 v Uj o "' > a N (D N Ld F— rn 00 (0 N LO � � O N SE. 128TH ST. �87'09'52"W 634.29 IT TAX PARCEL NO. 366450-0227 PORTION OF LOT 4 FOUND 1/2" REBAR WITH ORANGE PLASTIC CAP STAMPED "TERRANE 15025 37547 51800", 0.5'E. OF P.C. 5'CLF N87'38'43"W 207.24' 30' 30' ° N. LINE OF THE o ° 16"D FENCE TEE 2.0'S. X 0.5'W. S. 212' OF LOT 4 o I Oo (3)8" p a OF DEEDED P.0 FOUND 4"X4" CONCRETE MONUMENT WITH OP 0 TAX PARCELNO. 1/2" BRASS PLUG, DOWN 0.8' IN MONUMENT CASE 366450-0230 o • oQ TRANSFORMER(E) Op- 0 Ito BLOCK 2 0. I I o JANETT'S RENTON BOULEVARD TRACTS — — O VOL. 17, PG. 60 12"ADS=516.62 O {}' N PORTION OF LOT 4 r`n� II SE. 132ND PL. Ln E. LINE OF THE O W. 85' OF THE o' _ II to o FENCE CORNER E. 1/2 OF LOT 4 oz II s�8. PARCEL B N. LINE OF THE J ON h'_ 12"ADS=515.20 CS. 106' OF LOT 4 II II\ TAX PARCEL NO. n FOUND 1/2" REBAR WITH 32"E II YELLOW PLASTIC CAP II II 366450-0228 5'CLF S87'3843"E 207.63' x STAMPED "HANSEN 21464", _ I 6 E 0.2'N. X 0.2'W, OF P.C. FENCE CORNER 5'CLF II 0.2'N. X 0.1'W. OF P.0 �$-' 6'CLF ° 6'CLF 5 16"D 8 D ° 8"D ' I I II 14"D h^� 22"D FENCE END 4'WDF 0.7'W OF P,C. 20",28"D ° \ ° ° 10"D 28"D ° I LL�I o \ ° ° 0" 6" WIDE 10"D - - _ _ ° I �n CONCRETE 18",24",32\,36"D ° ° 24",(2)36"D 6 -,14 D G I I-C14 " 51 FOUNDATION I ° 20"D , �I N ° _ 14"D \\ 24",32"D 12 D 12"D ° 3 I� PARCEL A � I ° TAX PARCEL NO. 32 D ,n 14"D 10"D ° 366450-0226 36"D 10 D 20"DOD O I LO o I° ° ° II ° 51 F -1/2" 20",22"D ° 18"D ° I Z DO 12' D 12"CONC= 12.61 ; I II - FENCE CORNER � � —8 D 10"D � 0.4'S. X 3.2'W. ti S. LINE OF LOT 4 1� � �- 3-"D OF P.0 I 10"D ° INGRESS/EGRESS & II 34"D 6"(2)10"D UTILITY EASEMENT 6"D(;I 12"D REC. NO. 20220105000736 N87i 84 6'CLF ° 3 02' — ° _ 18"E 18"E - N88'25'38"W 292.96'— �'cLF .� LINE PER KING COUNTY FOUND 1/2" REBAR 8"D 32' D SWALE II r COURT CAUSE NO. 79-2-07450-1 WITH YELLOW PLASTIC PORTION OF LOT 5 FOUND 1/2" REBAR WITH YELLOW II CAP STAMPED HANSEN PLASTIC CAP STAMPED "HANSEN LS 21464", 2.9'N. X BLOCK 2 LS 21464", 0.2'N. X 0.3'W. OF P.C. II II 0.2'W. OF P,C. JANETT'S RENTON BOULEVARD TRACTS TAX PARCEL NO. 12"CONC=512.14 II VOL, 17, PG. 60 366450-0240 12"CONC=511.31 II II C �vl co O o FOUND 4" CONCRETE z `n MONUMENT WITH PUNCHED 2" `" DOMED BRASS DISK DOWN 0.5' 14 IN MONUMENT CASE 23 I` 0000 12"CONC=510.30 30' 130' LEGEND: o SSMH RIM=518.74 8"PVC=509.64(E) 8"PVC= 509.49(S) z O F- L p as w00 N O z> J U' w 3: 0 SSMH RIM=514.90 8"PVC= 505.39(N ) 8"DI=505.04(S) SDCB SL RIM=514,47 IIII -- 6"PVC=512.28(ESE) per' 12"ADS=512.21(N,S) II II TRANSFORMER(N) WIRES DOWN(N) — SDCB SL L RIM=514.31 12"ADS=509.79(N) 12"ADS=509.66(S) NE. 1 ST ST. JND 4"X4" CONCRETE MONUMENT WITH 3" DOMED BRASS DISK W/ PUNCH, STAMPED "37555", DOWN 0.5' IN MONUMENT CASE NI _ SE. 2ND PL. 20"W 653.45' FOUND 4"X4" CONCRETE MONUMENT WITH PUNCHED 1-1/2" BRASS DISK STAMPED "LS 38488", DOWN 0.6' IN MONUMENT CASE 1 CITY COMMENTS D.R. STRONG 2 ONSITE INTERCEPTOR TRENCH CONSUL TING ENGINEERS 3 AS—BUILTS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 NO. REVISION YLP 09.07.22 YLP SURVEYED: DJC SCALE: AS NOTED YLP 02.13.23 YLP DESIGNED: YLP YLP 10.4.23 YLP DRAWN: YLP ONE INCH CHECKED: YLP AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM FOUND SECTION CORNER AS NOTED SANITARY SEWER MANHOLE ►O► FOUND QUARTER CORNER AS NOTED D4 GAS VALVE ® FOUND MONUMENT AS NOTED © GAS METER O FOUND CORNER MONUMENT AS NOTED O DECIDUOUS TREE —� ROAD SIGNAGE EVERGREEN TREE ® MAIL BOX ❑© POWER METER SANITARY SEWER LINE f POWER POLE _ _ _ _ _ — STORM LINE Z POWER VAULT, SIZE VARIES OP OVERHEAD POWER ❑ JUNCTION BOX, SIZE VARIES OT OVERHEAD TELEPHONE 1'X LIGHT POLE NO ARM P UNDERGROUND POWER LIGHT POLE WITH ARM W UNDERGROUND WATER GUY WIRE G UNDERGROUND GAS ® WATER METER T UNDERGROUND TELEPHONE Da WA TER VALVE C UNDERGROUND CABLE s WA TER SPIGOT "` "` \\\ EDGE OF PA VEMEN T FIRE HYDRANT —X —X— FENCE CO ROCKERY GRA VEL ® STORM DRAIN CATCH BASIN ;a a CONCRETE STORM DRAIN MANHOLE C TY OF RENTON V'R VAN17 Planning/Building/Public Works Dept. NAD 83/91 PER CITY OF RENTON SURVEY CONTROL. VER T/CAL DA TUM: NA VD 88 PER CITY OF RENTON SURVEY CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2103. PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 155TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 547.94 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT THE INTERSECTION OF SE. 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET. BASIS OF BEARINGS.• N0029'00'E BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER CORNERS OF SECTION 14-23-5 PER REF. 2 NORTH GRAPHIC SCALE 0 15 30 60 `r✓ 1 INCH = 30 FT. NOTE FOR CER TIFI CA TION OF SUR VEY INFORMA TION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS R-0422702 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SNYDER PROPERTY TOPOGRAPHY MAP DATE: 07.08.22 PAGE: 13229 & 13233 158TH AVE SE C 2 RENTON, WASHINGTON 98059 SHEET: 2 OF:9 DRS PROJECT NO. 21155 OD CIO C) N N N, U I- LU 0- 0 It n Ir w z r V ) LU 0- 0 n rr LU n �z^^ vJ NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. SNYDER PROPERTY EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES; THE FOLLCWNG IS A LISTING -OF GENERAL W TES THAT SHALL BE INCORPORATED IN THE ERDSION AND SEDIMENT -ODFT,OL MSCE PLAN -SET-JELL THE MOTES 'ON THE LIST WAY NOT FERTAW TO EVERY PROJECT THE APPLICANT OR C NNER. J11EREBY REFERRED TO A5 APPLICANT. MAy.SrRIKE OUT IRRELEVANT NOFE5 IF NOT APPLICAa E TO THE PRWEOT. HOWEVER, THE APPI_RCAUT SHALL NOT RENuMBER NOR EDIT THE RE1ANNINQ NK)TES. IF ADDrT*QNAL NOTES ARE NEEDED FOR •EPiEVRC ASPECTS, THEY SMALL IBE ADDED AFTER THE ESC STANDARD PSI NOTES. 1 BED ANY CON$TR CMI4 OR OEVELCPMEN7 AOTIVIYY=URB. A I`RR-0ONE1rRXtN�N MEL-IMG SHALL IRE HELD AMCOT5 tME C17Y CIP REN70N. HIIIKEBY REF6RRr=D TO AS THE CITY THE APPLIC T, AND THE AP'PUICANTS O4NTRACTGR. 2 THE APPLICANT LS RESPONSIBLE FOR CBTAIN+IM THE WA5fflN0T40N STATE DEPARTMENT OF ECOLOGY CECOLDGY) 001,11STRuCTIOM STORMWATER GENERAL PERMIT. IF 17 IS REQLBRIED FI)R THE PROJECT, THE APPLKANT SQL PROVM THE CITY COBS OF +d.L MONETOWNIG REPORT'$ P vIC'E0 TO E0OLOOV ASSOCLALTHO WITH THF= COISTRl1OT10%STORLWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC N9TRL9rT*0N 5EOUENGE QETAIUMO THE ORCIERED 5TEP5 THAT SHALL HE FOLLOWED FROM 00KEITRUCTIOH =MMENCEUGNT TO PODT-PRG,1ECT CLEAHRIP IN O<RDF:R TO FLAFILL PROJEOT ESC Rr=%ME:mEwrS. 4. 111E BOUNDARIES OF THE CLEARING UIWT-S, SENSUI E AREAS ANU THEIR BUFFEI93_ AND AREAS OF VEGETATION FFESEIRVATION AID TREE RETEIT 40N AS PRE&CM1131210 ON tlHr= INN(S) SHALL BE CLEAR', WAINEATED BY FENCING AND pF 01FICILD IN THE FIELO iR A0WRDANa WItH APPE P41DIX D OP THE City OF RiGNTON SURFACE WATER DESIGN FMMIUrML IRENTON SWOMj PIER TO THE •$'FARrT OF QDN87FhJCTICA4 DLrRING TIE CONSTRUCTION PERIOD, INC DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMrrS SHALL BE MAINTAINED BY rHE ARPLICA TJESC SUPERVIMR FOR THE IDURATIOF! -OF GCNSTRUCTUN. 51 STAHILEFiD CONSTRUCTION EWnZA I.CE-S SMALL BE INSTALLED AT THE BEOINNII,IG OF CONS'TRLJCTIOR .AND MAINTAINED FOR THE DURATION OF THE PTLO.JECT. ADIDFMNAL MEASURES, 3" AS TRUCTED YYHEEL 4WIASK SYSTEMS OR WASH PADS, MAY BE REQUORED TC EMLIFIE TKAT ALL PAVED AREAS ARE KEPT OI.EAN AND TF K-OU7 iO RGkO FIIG4rt OF YwAY OOES r OCOUR FOR WIC DURATION OF TIC P0090r, IF SED mENT 0 71RACKED OFI' SrM. PI,I$LiC ROADaSmAl BE CLEAkED THOROUGHLY AT THE END OF EhCH DAY. OR MORE FREQUENTLY DURING MT Wr=ATIHER AS Nr=GESSARYr TO PRITwr.NT SEaIMENT FROM ENTMHC7 WATERS OF THE STATE. 4 W&SHOLPT FAO* CMETE TRLIOKS SHALL BE P+ERFORME.ID OFF -SITE OR IN 0E$I0NAT$0 OO ETE WASMOUt AREAS ONLY. IDO SOT WASH OUT COHCRETE TRUCKS 01 TO THE GROUND, OR TO STORK DR, JNS OR OPEN DNFrCHES. CN•Sf E DUMPING OF 6XCE$9 COW-REFE SHALL ONLY OCCUR IN DESiGNA ED CC FETE WASI-101-11T AREAS. i AL4 REMIAE#1:SC BWS S"LL W 0[)N:�TRUOTED ANQ IN 0KRATION PWR TO LAND OL IN13 ANMR 00NSTRLJO-MN TO PRr=VIF TTRANS TATION OF SEDIMENT TO SMFACE WATER, IrrRMAGE -SYSTEMS AND ADJACENT PROPERTIE-S. ALL ESC BMPS SHALL BE MAINTAINED IN A SA IGFACTORY CCNDITIOI+I Lt -nL S4JCH TIME THAT CLEARING ANDCH CONSTRUCTION IS CORWiEFE AND POTENTIAL FOR ON-34TE ERCSICW HAS PAWED. ALL ESC BMP3 SHALL EIE REKOUVEO AFTER NGTRu(-1+0N IS GOWLIErED AEI i► a SITE HAS BEEN STABILQED TO ENSURE POTENTIAL FoA OIM-SIrE CROS10K GOES r40T EXIST rNC- ImPLEMENTAL110m. MAINTENANCE, REPLAICEMENT, ENHANCEMENT, AND REMOVAL OF ESC &MPS SMALL 9E THE (RESPONSIBILITY OF THS APPLICANT. 8 ANY HAZARIDOUS MATERIALS OR 1-14=0 PROMCT3 THAT HAVE V14E PCITENIIAL 70 FOLLUtE kUNCWF ALL BIE DI3F4EtD OF PiROPEmLY. 9. THE ESC 9MPS OF-PICTM CNN TIHLS DRAWING ARE INTENDED TO BE M N UMM RFO+IRISMiENTS TOMEr=T ANTWAPA.TEGSITE CONNTION& AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEk9OMAL 00413MONS MTATE, THE APPLPCANT -SHALL AWrKNPATE THAN M RE ESC BMRS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROF EO SITE DU# M THE COURSE OF CO► 611R CTION. I r SHALL BE THE OLIOATION AND R1=5PVN9IBILPry OF 11115z APPLICANT TO ADDRESS ANY WW N"TIONS THAT JI AV BE CREATED RY THE Al•TWITIES AND TO Pf2G'Ia IM ADMTIONAL ESC BMPS, OVF= R AND AJRQV.E MINIMUM REOUIREMENTS, AS MA+4Yr BE NEEDED, TO PRICMTECT AL ENT PROPERTIES AND WATER GUALITY OF THE REC€I ANG DRAINAGE SYSTE*k. E j . WHOVAL OF 7HI$ PLAN Z FOR EBO ONLY. iT DOES NOT OOISTCUTE AN APRROII'AL -OF STORM MmMAGE DEMN. 5m2E NOA LOCA710 E OF NPES, FIESrRIMFRS. CHANNELS, OR STi ORIVIWATER FACILITIM. 11. AMY DEWATEFL G SYSTEM NECESSARY FOR THE+C)DRSTRUICTION CF 3TOWWATI=R FACILMES SHALL RE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL 12 ANY AP.EAS OF EXPOGM SOIL, M CLLC*FG ROADWAY EMBAINKMIE1 TS, THAT SMILL MOT BE DISTURBED FOR TWO DAYS DUFUNG THE WET SFFF N (OOTOBER MST THROUGH APRIL JDTH) OR SEMEN DAYS DURING THE DRY SEASON (MAY TST THROUGH SEPTEMBEJR JI)THI SHALL BE IMMEDL1LTELY STABILJLZED VATH THE APPROVED -ESC COVEF41 ME7HR (112.q . SEEDIN0. FRIJLCHW5. FAY IRS COVERING. ETC � IN OONFOfRWHCE WITH APPENDIX D OF 7HE REHT04 SWDM. 13, WET SEA -SON ESC REGUIREMENITS APPLY TO ALL CONSTRUCTION SFrES BETWEEN =OBER MST AND APRIL 3DTH, UNLESS OTHERWISE APPROVED BY THE CITY. 14 Amy AREA NEEDINO Awils0 iL E5+C MEA31JRI 5. NOT REQUIRIN4 IMMEIalATe A1`r WMN, SHALL BE ADORE&SEO WIYHIN r-N qDAY5. 15. THE ESC &MPS C41 INACTIVE SITESSHALL BE INSPECTED AND UAINTAINEEF AT A k1M OF ONCE A MONTH OR WITHIN 24 MOLRS FOLLOWING A STORM EVENT. INSFECT4DN AND MAMTENAN E MALL C QW MGP.E FREQUENTLY AS REMMED BY THE CITY 1$ BEIFOK C0#. MGh(A�hJIBNT OF AW OOISTI' UU10NU AOTNITV. i:ATOH BASIN INSERTS P1;R THE CrTY STANEW%AD PLAN.216.30SHAUL BE PROVIDED FOR ALL NORM DRAIN INLETS DCWNSLCPE AND WITHIN 50D FEET OF A IIN-STUIEED OR C OSTRUCTICNN AREA. UM-ESS THE RUNOFF THAT ENTERS THE INLET WILL HE GDN EYED TO A SEDIMENT PONO OR TRAR ALL CATCH BMW INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECE93ARY TO ENSURE FULLY FLINCTIONING NDITIE)N 17. AT NO TIME SHALLSEDIMENT AGCUMLIL4TFDN EXCEED 2J3 OF THE CAPACITY OF THE CAT01 11IN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PR6011 TO P.AVIN351. 7HE CLEW 3 OPERATION SHALL NO7 FLUSH 5EDIMLNTH`AI)EN WATER INTO THE DOWN3-MEAM SYSTEM. 1A. ANY PERMANENT STORhIWAYM FArCIIIJTY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED W fFHi THE NECESSARY ESC RMdPS AND SHALL PROVIDE ADEQUATE STC}RAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY fUNCTION AS AN INFILTRATION BY -STEM 11111 rFS RERIVIANENT STATE, THE 1 kM!"OR NY PACILITY SHALL 19E ROUGH ORALDF`C� :SO THAT THE BO'T70M AND SIDES AIDE &T LEA Gt 7HFREE F EEi ABOVE THE FINAL GENE OF THE I kkmAN• _N - FACILITY. 19. AREAS DESIGNATED ON THE FLAWS) C0NTAINR4G EXISTING STU RVWATIER FACILITIES OR 014-SITE SMFS (AMENDED SOILS. SIC II TENTION, PERMEABLE FAVENIEN T, ETC.) SHALL BE CLEARiLY FENGEG AND MOTEMD USING Esc BmpS TO AV010 SIEDIMENTA710K AND 00NPACTIOK NRINa CONISMUCTION 20. PRIOR TO THE BEGINNING OF THE WET SEASON OCTOBER 18Tk ALL DNSTURBED AREAS SHALL BE WSPECTEO TO IDENTIFY ViH WH O"ES SHALL BE SODDED OR SEEDED PH PREPARAIIO14 FM Di E VwINrER DNS. DISTURBED AREA 9 SHALL BE SCOCIED OR SEEDED WIXHIN ONEVvtEK OF THE DEGINHNG OF THE 1'-'r 13EA50N AN EXHIBIT OF THQ$E AREA TO ;0E $CODEO OR $ESP AND THOSE AAA$. TO REMAIN 'UNCOVERED SHALL BE SUMMITTW TO THE CITY r-OR REVIEW. 21. PRIOR TO FINAL DQNSTRUDTION ACCEFTANDE, THE PROJECT SITE SHALL BE STABrLIZED TO FREVEN T SEDIMENT4AIDEN WATER FROM UEAVM THE R JECF WE. ALL ESC BIWIPS SHALL $E IREMOVED. AND S70A"ATER CONv rA;Nu sYSrEMS. FAOIUT TES. AND Orm-S:TTz 6MPG SHALL BE RESTORED ?0 THEM fULLY FUjNOTIONWG OONDNTION. ALL DISTURBED AREAS CF THE PRQUECJT SITE SHALL J r= Vr=GETATED OR OTHr=RWIS€ PE#IMANENTkY STABILIZED. AT A MINIMUM. DISTURBED AREAS SHALL BE -SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL [DEVELOP SHORTLY AFTER FINAL APPROVAL. ML'_CH VYIYHOUT SEEDING JS ADEULIOkTE FDR A19EAS TO BE LANDSCAPED BEFORE OCTOBER 1 ST. 22. ROC ERIES ARIE CONSIDERED TO BE A METHOD OF RANK STABILLZATION4 AND FROWN CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO -SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ADGCRIDAN .E WITH CITY STANDARDS. ROCKERIES OUTSME OF ROAD RIG1i7& X-WAY SHALL IDE COf StAUCTEO E ACOORDANCE WITM 1•HE INTERNAI11CINAL SUILD11,110 GONE LR1 dYS 1A:HLHWM NU• 5 D. UHAwrN G 13 N07 70 #COL$ qr*N STD. PLAN - 253.00 PUBLIC WORKS EROSION AND SEDIMENT CONTROL r D: IDEPARTMENT STANDARD PLAN NOTES A �$ 1 r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) Q. m 1 CITY COMMENTS D.R. STRONG 2 ONSITE INTERCEPTOR TRENCH CONSUL TING ENGINEERS 3 AS-BUILTS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N 0. REVISION L J i oQ w m m 0E0WINI.-M =-M"m-Em H - OP OP 12"ADS=516.62 SE 132ND RL I I II I I I I I I I El I I CL' I SSMH RIM=518.74 r 0 8"PVC=509.64(E) 8"PVC=509.49(S) AS -BUILT z 0 F- 0 (.D 0 Q k__ n C7 Qe� 00 E (.D z0 0 LLJ - SSMH RIM=514.90 8"PVC=505.39(N) 8"D1=505.04(S) - SDCB SL RIM=514.47 6"PVC=512.28(ESE) 12"ADS=512.21(N,S) SDCB SL RIM=514.31 12"ADS=509.79(N) 12"ADS=509.66(S) NO AS -BOIL T INFORMA 71ON ON THIS SHEET. NI CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD COND1 T10NS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. • 912912023 " YLP 09.07.22 YLP SURVEYED: DJC SCALE: YLP 02.13.23 YLP DESIGNED: YLP YLP 10.4.23 YLP DRAWN: YLP CHECKED: YLP BY DATE APPR APPROVE VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE DATUM IF NOT ONE INCH SCALE ACCORDINGLY CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). J. FLAG OR FENCE CLEARING LIMITS AND PROVIDE TREE PROTECTION. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). Z MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 8. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITYS EROSION AND SEDIMENT CONTROL STANDARDS. 9. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT 10. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 11. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 12. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. NO TES: 1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY COR INSPECTOR. 2. SILT FENCE WILL BE PROVIDED AT ALL DOWN SLOPES TESC LEGEND CL CONSTRUCTION LIMITS NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. C TY OF RENTON U'R Planning/Building/Public Works Dept. REINFORCED SILT FENCE STABILIZED CONSTRUCTION ENTRANCE DUST CONTROL MULCHING, MATTING, & COMPOST BLANKETS INLET PROTECTION PERMANENT SEEDING AND PLANTING STREET SWEEPING & VACUUMING TREE TO BE REMOVED R-0422703 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: SNYDER PROPERTY 07.08.22 CLEARING AND TESC PLAN FIELDBOOK: PAGE: 13229 & 13233 158TH AVE SE C 3 RENTON, WASHINGTON 98059 SHEET: 3 oP:9 DRS PROJECT NO. 21155 00 co O O N N A, U LU n O It n Ir LU z r V ) I— rr LU /� n O rr In rr W �z V i r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED - FILTER FABRIC 6' MAX. —POST SACING MAY BE INCREASED 4"x4" MIN. TRENCH TO 8' PF W RE BACKING ISU USED I I '�ull BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC-' MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 214.00 V'RI DEPARTMENT PUBLIC WORKS SILT FENCE PR GAZ 9/28/2018 1 Public Works Administrator DATE N D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 MINE 1 2 3 N0. NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. SNYDER PROPERTY INSTALL DRIVEI IF THERE IS A H DITCH PRESEN ROAD STANDAF DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 15' MIN. IOVIDE FULL WIDTH OF GRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE PH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) PUBLIC WORKS STD. PLAN - 215.10 APPROVED: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 VASOF Public Works Administrator DATE CITY COMMENTS ONSITE INTERCEPTOR TRENCH AS—BUILTS REVISION YLP 09.07.22 YLP SURVEYED: DJC YLP 02.13.23 YLP DESIGNED: YLP YLP 10.4.23 YLP DRAWN: YLP CHECKED: YLP BY DATE APPR APPROVE SCALE: :45 , DRAINAGE GRATE GRATEFRAME C= SEDIMENT AND DEBRIS FILTERED WATER - DRAINAGE GRATE (RECTAN( BI 5" MAX. TRIM OVERFLOW BYPASS d BELOW INLET GRATE DEVICE ;u ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) PUBLIC WORKS APPREURID: STD. PLAN - 216.30 DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 VASIVPublic Works Administrator DATE AS -BUILT NO AS —BUILT INFORMATION ON THIS SHEET. "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 91291202J - VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE DATUM IF NOT ONE INCH SCALE ACCORDINGLY C TY OF ,R RENTON Planning/Building/Public Works Dept. :45 , R-0422704 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: SNYDER PROPERTY 07.08.22 TESC NOTES AND DETAILS FIELDBOOK: PAGE: 13229 & 13233 158TH AVE SE C4 RENTON, WASHINGTON 98059 SHEET: 4 OF:9 DRS PROJECT NO. 21155 Y ) M C) O N N LU rr 0— Ir W z U) NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. rr ui O rr n rr ui Z 0 0 0 W 5' CEMENT 0.5' CONCRETE SIDEWALK OpE (PER COR STD. PLAN 102) 30' R.O. W. HALF WIDTH PLAN TER 6" 1 VERTICAL CEMENT CONCRETE CURB & GUTTER (PER COR STD. PLAN 101) CATCH BASIN & STORM SEWERS SEE PLAN WEST HALF 158 TH AVE SE ROOT DEFLECTOR FOR TREES^— ADJA.0 0 IDEWALKS SPECIFIED PUNTING SOIL— U`,DISTURBED GROUND 12" MIN. FOR WOOD — STAKES & 18" FOR REBkR f 13.5' 16' _ _ 30' 11' SAWCUT T I i ff 1' W 0 u- 0 I~ U J O O �z v Z W GRIND AND OVERLAY TO 4" HMA EXISTING CROWN 6" CRUSHED ROCK BASE OR 4.5" ASPHALT TREATED BASE NIS PRUNE DISEASED AND BROKEN BRANCHES CHAR, LOK TIES REMO% E BINDING 'POTINE d: TOP 1 /3 OF BURLAP_ 2" SETTLED DEPTH WITH SPECKIEO MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) 5 T881P - AFvLAND�C�W LECTO �TRUP� SOR MIN SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATr: E SOIL MOUND ;Ix t- IU I L14LL W11J I H_T— IN HEAVY SOILS. AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE AS -BUILT "1 CERTIFY THAT THE INFORMA71ON SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD COND1110NS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.• 9/29/2023. " r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 3 1L;km_S REA D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 0. SNYDER PROPERTY "NORWEGIAN SUNSET" - RED MAPLE - 2" CALIPER MIN. D TO PROVIDED IN ° 3 � LATER STRIP INGRESS/EGRE- SS UTILITY EASEMENT REC. NO. 20220105000736 TAX PARCEL NO. 366450-0240 1 CITY COMMENTS 2 ONSITE INTERCEPTOR TRENCH 3 AS—BUILTS N0. REVISION DI TCH I I \ OP - OP— TRANSFORMER(E; OP VV00 of � SE 1321/D PL I / — 4 I I II I I 4FANII 4� II MR,11111 mi n� rN ` o�.il_.1 01,11 EllII II II z 0 F- 0 (.D 0 Q 0 00� 00 LL (.D U) _J z 0 > 0 W II I� ss ss TRANSFORMER(N) �I WIRES DOWN(N) ❑ EL I `I I ± I II I n I it II I I II L � YLP 09.07.22 YLP SURVEYED: YLP 02.13.23 YLP DESIGNED: alc YLP 10.4.23 YLP YLP DRAWN: IP Y CHECKED: YLP BY DATE APPR APPROVE SE 133RD )OL PA VEMEN T RESTORA TION NOTES WITHIN CITY LIMITS, PAVEMENT RESTORATION SHALL BE PER C.O.R. STREET RESTORATION AND STREET OVERLAY STANDARDS AND/OR AS FIELD SPECIFIED BY THE CITY INSPECTOR. BACK OF SIDEWALK SLOPE NOTE GROUND SLOPE BEHIND SIDEWALK SHALL NOT EXCEED 4:1 FOR A DISTANCE OF THREE (3) FEET. AFTER THREE (3) FEET, SLOPE MAY BE INCREASED TO A MAXIMUM OF 2: 1. ROAD WORK SCHEDULE: 01 STA. 10+87.62 02 STA. 11+03.26 03 STA. 12+16.34 ® STA. 12+28.45 L FG 517.38 BEGIN HALF STREET GRIND AND OVERLAY BEGIN FRONTAGE IMPROVEMENTS END FRONTAGE IMPROVEMENTS END HALF STREET GRIND AND OVERLAY 3J i — — %?.3 51 I I FG 51747 i 1.5q 5'x5' LANDING FG 517 39 NORTH ASPHALT TRANSITION RAMP DETAIL: I I I I / SOUTH ASPHALT TRANSITION RAMP DETAIL: NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 198311991 C T Y OF RENTON ONE INCH DATUM AT FULL SCALE ,v Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY w i \\-FGi 517.38 I I I I —FG 51721 -FG 5117.02 i I I I I I I I I I I Sj I I I I I I I I I I I I I 5)13.70 I I I I I I I 513.52 I I I I I I I I I I I I I I I I --- I NORTH GRAPHIC SCALE 0 2.5 5 10 1INCH =5FT. 00 M N N LJ R-0422705 � IN COMPLIANCE WITH CITY OF RENTON STANDARDS � LLI 0— O � DATE: I'W SNYDER PROPERTY FIELDg0008.22 Q ROAD, GRADING, AND LANDSCAPE PLAN z PAGE: DRAWING NO: 13229 & 13233 158TH AVE SE C 5 RENTON, WASHINGTON 98059 SHEET: oP:9 DRS PROJECT NO. 21155 NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. O i 6 w rr w n O rr n rr w 0 �Z vJ 9.5" C)VC SSS lE @ MAIN 506.30 END IE ✓69.66 lE 0 MAIN 505.71 END IE 6e&. G;z 506.15 SEWE OUTLET ROCK LINING 7'WX8'LXl'T STUBARY CLEANOUT MAX. EXTENT FEASIBLE WITHOUT (TYR), PER COR IMPACTNG EX. CULVERT STD PLAN 406.1 SEE DETAIL, THIS SHEET STA. 10+93 81, 20.94' L 12" IE 6f 1.69 ----- . - - - - - - - ------ ------ - - - - --511.42 525 520 515 510 505 f0+00 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) f0+40 SNYDER PROPERTY CONNECT 6" PVC DRAIN TO CB 2 CB 1, TYPE 1 \ SOLID LOCKING LID STA. 12+2Z62, 19.08' L RIM 5A $8.516.�6 EX. 12" IE /N 5t5�5 (N) 51306 12" IE OUT 5t5�1 (S) 514.69 CB 2, TYPE 1 VANED GRATE STA. 12+ 14.95, 15.17' L RIM &&83516. 12" IE /N �5f*-P5 (N) 512.3 12" IE OUT 314.5 (S) 512.11 6" IE /N 515 (W)512.39 A'ING COUNTY -� 'EGRADE EXISTING ■ 7 ;DITCH -H$L 12" DI ® :Pzfi � a56 12 19.17X (SEE DETAIL, i -- ---- -- --- i -r-i i--- i i111----------------- f------------------------ i i3 LF 12" D/ 0$�i5y , SHEET C5) i h� i I i i I I �� I h 1 +0� 0`+a9 I I � 1 / 12+00 I 2+69.89 - 11 _---- -r------------L 1---------------------------------r- _-----------� i t LF 12" D/ T- 0 64x U, 158THA VE SE i CB 3, TYPE 1 Q cn o d0 VANED GRA7F iVV STA. 11+04.69, 15.17' L W ; ; W W RIM 5f3:091 51.168 12"IE/N5ff.6jx(N)511.4,9 _�___ __❑___= 12" /E OUT 3;3-6•� (SW) 511.49 � P - O P OP O P - � P can \\ � \ D WEGLIN'S FIRST ADDITION FTI U) VOL. 68, PG. 6 TI O z � z^ I EX. CULVERT ---------- - ------------------ ----- ----- -f& LF 12" DI - 111 0.561K CB 3, TYPE 1 VANED GRATE STA. 11+04.69, 15.17' L RIM 6fdi6 513.68 12"IE/N6f0.6;z(N)511.49 ll 12" IE OUT 5ii:fr39 (SW) 511.49 fR- LF 12" DI ® 476W 0 64X OUTLET, ROCK LINING (7'WX8'LX1'TZ MAX. EXTENT FEASIBLE WITHOUT IMPACTING EX. CULVERT SEE DETAIL, THIS SHEET STA. 10+93.81, 20.94' L 12" IE 6f-039 511.42 158 TH AVE SE CS Z TYPE 1 I VANED GRATE STA. 12+14.95, 15.17' L RIM &W 83516.85 12" IE /N 5i#i5 (N)512.39 12" /E OUT 5f#.25 (S) 512.11 6" /E /N 5f#. 75-5 (W)51 . 1213 LF 12" DI CB 1, TYPE 1 SOLID LOCKING LID STA. 12+2Z 62, 19.08' L RIM 5i Af8516.86 EX. 12" IE /N §f{:(N)51a06 12" /E OUT 6$&.J7 (S)514.69 OBI N �"� �"� d- ^ cp Cd Cd N "i Mi a ui (d �o ati adIj 3 10+80 11+20 11 +60 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 12+00 12+40 12+80 525 520 515 510 m I NO TES: 1. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON RIGHT OF WAY SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. CA TCH BASIN NO TE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. PUBLICLY MAINTAINED STORM ELEMENTS: 1 CITY COMMENTS YLP 09.07.22 YLP SURVEYED: Dec 2 ONSITE INTERCEPTOR TRENCH YLP 02.13.23 YLP DESIGNED: YLP 3 AS-BUILTS YLP 10.4.23 YLP DRAWN: YLP CHECKED: YLP N0. REVISION BY DATE APPR APPROVE ALL CATCH BASINS AND PIPES WITHIN EXISTING RIGHT-OF-WAY TO BE PUBLICLY MAINTAINED. SIDE SEWER NOTES: 1. SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT. 2. MINIMUM SIDE SEWER SLOPE IS 2.009 J. MINIMUM SIDE SEWER DEPTH IS 5 FEET FROM FINISHED FLOOR. 4. IN UNPAVED AREAS, POUR 2-FOOT SQUARE CONCRETE (CLASS 3000) PAD AROUND CLEANOUT RING AND COVER TABLE 4.2.2.A ROCK PROTECTION AT OUTFALLS Discharge Velocity at Design Flow (fps) REQUIRED PROTECTION Minimum Dimensions{'} Greater Less than TVDG Thickness Width Len th Hei ht than ore ual to 5 Rock 1 foot diameter 8 feet Crown liningi2 + 6 feet or + 1 foot E 4 x diameter, whichever is 5 10 Riprap(3) 2 feet Diameter 12 feet Crown + 6 feet or + 1 Foot or 4 x diameter, 3 x diameter, whichever is whichever is greater neater 10 20 Gabion As required As required As required Crown autfall } 1 foot 20 NIA Engineered energy dissipater re uired {�) These sizes assume that erosion is dominated by outfall energy. In many cases sizing will be governed by conditions in the receivira waters. {2) Rock lining shall be quarry spalls with gradation as follows: Passing 8-inch square sieve: 100% Passing 3-inch square sieve: 40 to BO°I° maximum Passing 3/4-inch square sieve: 0 to 10% maximum prap s all a reasonably wellgrade with gradation as allows: Maximum stone size: 24 inches (nominal diameter) Median stone size: 16 inches Minimum stone size: 4 inches (Vote. Riprap sizing governed by side slopes on outlet channel is assumed to be approximately 3: 1. FIC:I RE 4.2.2.A SCHEMATIC REPRESENTATION OF YIYElC:I: LVERI DISC}IARGE PROTE(: T'IO. YOHANNEL .,B. (4' MIN.) �i ILL G4 2' MIIN_ z � LL rL w PLAN NTS PLACE ROCK V ABOVE CROWN BOTH SIDES OF CHANNEL FOR -A" -c 8' ONE SIDE OF CHANNEL FOR "A" } 8' �1' MIN. I DISCHARGE PIPE 1 � FILTER FABRIC LINER UNDER V OR 2' ROCK ROCK THICKNESS SEE TABLE 4.4.1.A SECTION A -A NTS OU TFALL PROTECTION NOTES: NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. 0 10 20 40 1 INCH S-BUILT HORIZONTAL 0 2.5 5 10 EEEMi "l CER77FY THA T THE INFORMA 77ON SHOWN HEREON WHICH WAS 1 INCH = 5 FT. AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, VERTICAL ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 912912023." SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 o O T Y OF 'RJ RENTON ONE INCH DATUM AT FULL SCALE •v Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY REQUIRED DIMENSIONS S' FOR ROCK fJNING "A*+B" 12' FOR RIP RAP SEE TABLE 4.2.2.A. 30, MIN_ 0) 1.0 00 M O O N N W, u R-0422706 � IN COMPLIANCE WITH CITY OF RENTON STANDARDS � LU n O Ir 13- I'r DATE: W 07.08.22 0 FIELDBOOK: PAGE: Z DRAWING NO: 13229 & 13233 158TH AVE SE C 6 RENTON, WASHINGTON 98059 SHEET: OF: 9 DRS PROJECT NO. 21155 SNYDER PROPERTY COMPOSITE UTILITY PLAN NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. I- rr W n O rr n rr W z FACE OF CURB _512- 1- -. V R. 124 1 1 TOP OF 12"R. ROADWAY �1 r I CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 12 -- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1 12 1:24 TOP OF 112'R. ROADWAY L-3-, 1 i0 f DEPRESSED CURB SECTION AT SIDEWALK RAMPS �318 P • s PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6' CEMENT CONCRETE 12' R. V R. SIDEWALK RAMP VARIES OR LANDING FROM i 6"TOO 1 6' f NIS' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB s 12• SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 12• R. ROADWAY 2' 1 1 I DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB GUTTER SURFACE 6 1 t2' 512"_ 1" 112" R. 1" R. 1 I o TOP OF ROADWAY T � 'v r 8 I w" CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint Spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Dnveway Curb 8 Gutter Section, see Standard Plan 1042 STD. PLAN - 101 • PUBLIC WORKS DEPARTMENT CEMENT CONCRETE CURBS 4 1'-V 6-1 SIDEWALK LEVEL lr2.R RAISED EDGE DETAIL EMEND SIDEWALK TRANSVERSE 1' • or 1' • Or I JOINTS TO INCLUDE RAISED EDGE -OLDED ERE APP ON) ROU DING z�-_ 1 1rY (IN) R. (TYP.) •► • + ETAILS PLAN 101 s¢ •• f CRI fTO • ,D5`Wj- SEE R/USED EDGE I , 1'-0'•• SIDEWALK DETAIL -THIS SHE L7VPICAL UNDER CRUSSURFACING TOP 0MMP ALL CUT s1- MIN. SIDEWALKL MODIF (UNLESS REQUIREMENT WJ WITH RAISED EDGE ENGINEER) TYPICAL UNDEF 1' 7 17 (IN) R (SYP) GUTTER 5 SIDEWALK CSTC UNDER C_ 2.0% 1 o FOR CURB DETAILS CURB B 13UTTER TO BE S• THICKNESS OR SEESTDPLANIOI MATCH EXISTING ROADWAY CRUSHED ROCK �� Oa • - BASE, WHICHEVER IS GREATER (TYP. FOR AH��TER • ' ......' ;.r) - _ ALL CURB b GUTTER). FINISHED GRADE V IN) BELOW l " 1 TOP OF CONCRETE �URFAC 1 2'•0" SIDEWALK ADJACENT TO CURB rROU 'DING MIN 1rT (IN) R. OWL FOR CURB DETAILS SEE STD PLAN ICI BRIDGE OR PEDESTRIAN RAILING AAA • •.. ... • • ,axe FOR CURB DETAILS ADJACENT TO CURB BARRIER -SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS /---WALL OR BARRIER / I 1R'(IN) R.frYP.) / FLUSH / I SIDEWALK 1.5- x ••) 1r2• MR. I. - .�w'1•• VERTICAL WALL - � � . SEE DETAIL • - ; ►' 3fd- (IN) PREMOUDED FILLER JOINT FILLER , ADJACENT TO CURB AND RAILING OR WALL PR"O(aLDED JOINT FILLER FOR SIDE DUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL 5 E'BTRER (SEE NOTE 10) SIDEWALK 1n, ONI R, SECTIONS 1 nYP FOR CURB DETAIL _ 1.5%MIN. 101 SEE STD PLAN 101 �L.t. 'fir: DUX •.). !_�, GROOMED FINISH OR MATCH EXISTING �{�i , ,Q• S 4•WIDE,SMOOTH © TROWELED PERIMETER FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE SURFACE FOR PANTING - FLUSH IF PAVED 0, Q�� fj"Q• ��� CEMENT f Q \,ti \ CONCRETE CURB (CURB AND GUTTER SHOWN) ADJACENT TO BUFFER STRIP FOR CURB DETAILS Q• BEE S70 PLAN 101 O � � NOTES 5,"Q• L 1. Four feel of the sidewalk width shall CONTRACTION JOINT .. be the minimum pedestrian o route tsM; free ofvertical and hull and horizontal obstructions. Gratings, Access Covers, Junction Boxes, Cable Vaults. Pull Boxes and other s� appurlena nces whhin the sidewalk of �-9�-i- must be flush with surface, and match grade of the sidewalk. 2. Monolithic Cement Concrete Curb and Sidewalk Is not permitted In new For other referenced NOTES see construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement Concrete Curb build per WSDOT Standard Plan F-30.10-03. Paved Surfaces must Comply With 3. Concrete to be4,(100PSI. STD PLAN 102.1 as applicable. zl INSIDEWALKONLY ••► T►J O•, CURB AND SIDEWALK (SEE FULL -DEPTH EXPANSION JOINT IN D _ ' •�STD STe PUN 101.1) 3R' C CONTRACTION JOINT JOINT AND FINISH DETAIL � t i .,�• .•►• '� RAO•t PREMOLOE JOINT FILLER E FULL -DEPTH EXPANSION JOINT s PUBLIC WORKS CEMENT CONCRETE - PLAN - 102 DEPARTMENT SIDEWALK} III" I,i r1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center 0D,MT,ND,0R,WA) I. d/e' PFZWLOED d011IT FILLER i`Fr ) 1 /2" R. I Off# 1 13' 7� 1 3 Y ... R • 9 J' SEvTIDIJ 0 CENTErL NL U! FRAME BORATE wip men . %8-R X 5/816 MALMY ,GN7 sE=I.OTE2 TOP OF i BWDWAY ADAWWNT MD:T*N - r@0T (NRuDED IN C iRB APD eUTFEFI EIDiTEM • irSTCYr 6A&N ., HpT r.4Ca VDFD MQ,IDe AFOOUTfEFt EID mEM The intent Of this design is tO fac tWa the pernovW of a catch basin with minlmal distu rbanloe of the clltb. The expansion Jokits of tt19 adjacent sidewalk shall be adjustBd to he In Ilse Willi theca Curb expan W joints. l � PUBLCC 1YORI(S CEMENT CONCRETE CURB OE.I'A121'IAE'.T INSTALLATION AT CATCH BASIwNIS CEMENT CONCRETE SIDEWALK 2 ij DEPRESSED NONOUTHIC //' - CIJFTB I GUTTER (SEE DETAI THIS SHEEIT TYPE C28 - ISOMETRIC VIEW IC:OMMERCIA'., WITH BUFFER) SNYDER PROPERTY CE�HT 4X1RB ANa odurOUTTr•ER 101.1 'ROVED: CEMENT CONCRETE CURB I GUTTER (SEE NOTE 3) I� NOTES STe PUN 101.1) 3R' C CONTRACTION JOINT JOINT AND FINISH DETAIL � t i .,�• .•►• '� RAO•t PREMOLOE JOINT FILLER E FULL -DEPTH EXPANSION JOINT s PUBLIC WORKS CEMENT CONCRETE - PLAN - 102 DEPARTMENT SIDEWALK} III" I,i r1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center 0D,MT,ND,0R,WA) I. d/e' PFZWLOED d011IT FILLER i`Fr ) 1 /2" R. I Off# 1 13' 7� 1 3 Y ... R • 9 J' SEvTIDIJ 0 CENTErL NL U! FRAME BORATE wip men . %8-R X 5/816 MALMY ,GN7 sE=I.OTE2 TOP OF i BWDWAY ADAWWNT MD:T*N - r@0T (NRuDED IN C iRB APD eUTFEFI EIDiTEM • irSTCYr 6A&N ., HpT r.4Ca VDFD MQ,IDe AFOOUTfEFt EID mEM The intent Of this design is tO fac tWa the pernovW of a catch basin with minlmal distu rbanloe of the clltb. The expansion Jokits of tt19 adjacent sidewalk shall be adjustBd to he In Ilse Willi theca Curb expan W joints. l � PUBLCC 1YORI(S CEMENT CONCRETE CURB OE.I'A121'IAE'.T INSTALLATION AT CATCH BASIwNIS CEMENT CONCRETE SIDEWALK 2 ij DEPRESSED NONOUTHIC //' - CIJFTB I GUTTER (SEE DETAI THIS SHEEIT TYPE C28 - ISOMETRIC VIEW IC:OMMERCIA'., WITH BUFFER) SNYDER PROPERTY CE�HT 4X1RB ANa odurOUTTr•ER 101.1 'ROVED: CEMENT CONCRETE CURB I GUTTER (SEE NOTE 3) I� NOTES 1. When a driveway width exceeds 15 fee:, construct a full dep,h expansion joint wtth 3/8• joint filler along the driveway lane lines fi,fl� OF A:IB (sea std. plan 102). Construct expansion Joins parallel with the aeE C e1< OEFREECURB DETAIL ON r•o SHEET as required at 1 S maximum spacing when driveway CONTRACT ON JONT widths exceed W. BTD PLAN 102 a mr. T , R - OF Its WAY 2. See rid. plan 102 for sidewalk details. 3. Curb and gutter shown, other curb designs rt ay, he specified. See old. plan 101 for curb details . w 4. Noll used - - -` - 1 1r 5. The engineer will design all driveways to Include elevations at all NOT=_. DRIVEWAY LONG7LD," EJwAHSLON points marked with symbol "X'. All ele-vaJons are at the back of JOINTS 8KALL BE FULL DIE H DPPRi-sseD MONDLfrHIC CURB a GU"IER Dr TAll curb top on uphill side. 6 No, used 7. For Driveway Wid:hs see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. plan 102) shall be spaced as shown In the corresponding Isome•J1c view. & Slopes shall comply with socUons R303.2.1 or R303.2.2 or _ _ FACE OF ADJACENT GURB R3032.3 of the Revised Draft Guidelines for Accessible Public ' 1• Rigbts-cf-Way of Novlsab r 23, 2005 (FROWAO). 7 fi 9. Curb returns for any Type C-MAX Drtveway may be approved on 1• R E a case -by -case basis I s 10. STREET STANDARDS = Renton Municipal Code (RMC) Tnle IV Development Regulations P CHAPTER 6 STREET AND UTILITY STANDARDS D Section 4�r060 STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS - Renton Munlcipal Code (HMC) Title IV Development Regulations Driveway Example: TYPE C1B1 CHAPTER 4 R-RetUdc al C=Cor Vrx)rcal -,' I CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Numbw of Lens. -- - Section 4-4-M PARKING, LOADING AND DRfVEWAY (MAX'{ Lane Comlrwq REGULATIONSJRer(gat4> BIr1MwBurtr - PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PLAN - 1042 ` DEPARTMENT ENTRANCES - NOTES AND DETAILS 1 CITY COMMENTS D.R. STRONG 2 ONSITE INTERCEPTOR TRENCH CONSUL TING ENGINEERS 3 AS-BUILTS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 NO. REVISION _ S' MIN. VARIES (SEE NOTE 7) (BEE NOTE el (SEE NOTES) 18 tF OF PAVED r ORMEWAY RE0111RE0 ESP(SEES JOWT(TYP) CE (SEE STD. PLAN I^^+21 CC BE c Y ° IE-1Es T g III ENT CRETE EWAIK rol SEE NfnEI -> RAI,IP CE...CONCRETE SLOPJ LOPE (T 1V YP.I CURB S GUTTER %SEE NOTE 31 1e• CONTRACTION JOINT IM (SEE STp. PLAN 1M, PLAN VIEW VOTES ESE ND 107 _ A aTt LUX. SEE NOTE S (TYP) •fi•MN • CMIN vi CEMENT CONCRETE B•MIN DEPRESSED CURS 4 GUTTER SIDEWALK-EXPAN51ONJORITITYPJ LSEE NOTE 3) SECTION O me STD. PLAN 1.2, In"0.m'P.l e10EVNLLx WtDllt DIFFERENCE IN SLOPE IJAX - ��D VEWAYWJ ITNE SLOPE (SLOPE SHOWN EXAGGERATED, CEMENT CONCRETE SLOEWAU( TYPE RIB - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMENT CONCRETE CURB A GUTTER (SEE NOTE 3) / L e' L,, For NOTES STD. PLAN 104.2 1 STD. PLAN - 104.3 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPR /ED: DEPARTMENT ENTRANCE - TYPE RIB C r N INTO / ATI JY YLP 09.07.22 YLP SURVEYED: DJC YLP 02.13.23 YLP DESIGNED: YLP YLP 10.4.23 YLP DRAWN: YLP CHECKED: 1 BY DATE APPR APPROVE Gregg Zimmerman, Public Works Administrator SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM �MJ W co C) O N N L_J AS -BUILT NO AS -BOIL T INFORMA 77ON ON THIS SHEET. I/ CERTIFY THAT THE INFORMA71ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY R-0422707 ME OR UNDER MY DIRECT SUPERVISION ON THIS DA7E.• 912912023. IN COMPLIANCE WITH CITY OF RENTON STANDARDS >_ • C TY OF RENTON Planning/Building/Public Works Dept. I- LL UPPI I..L O In DATE: U++ 07.08.22 0 FI ELDBOOK: PAGE: z DRAWING N0: 13229 & 13233 158TH AVE SE C 7 RENTON, WASHINGTON 98059 SHEET: OF: 9 DRS PROJECT NO. 21155 SNYDER PROPERTY ROAD DETAILS N Nt I W I- rr LU n O rr n rr W n �z Cl) 20" U - 24" F L_ 2 1/2" DIA. HOLE i O 4 4 4 O O O 4�404�0 2"1/" BOLT -DOWN SLOT, r3/4" SEE DETAIL AND NOTE 1 1 1 1I/4" 5/8" I TI I I I I I BOLT -DOWN SLOT DETAIL SEE NOTE 1 L _ _ _ r3„1 TOP V771 ISOMETRIC 4 3/4" 1 1/2" 1 518 R39", SEE NOTE 2 •} PUBLIC WORKS DEPARTMENT r1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ICI ■ HOLE ■' ■ R26". SEE NOTE 2 2" SECTION B NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN LIEU OF THE RIB DESIGN, 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 204.10 D: RECTANGULAR SOLID METAL COVER GAZ 9/28/2018 1 Pubm Wmks Adm.nistrator DATE 7 :45 I NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. SNYDER PROPERTY OLT-DOWN SLOT, I 1/2•• EE DETAIL AND OTE 1 3/4" 1 1114" I I I 5/8" TI I I I BOLT -DOWN SLOT DETAIL SEE NOTE 1 LETTERING 1" ISOMETRIC 24" 7 OR 8 EQUAL SPACES iDIRECTION OF FLOW 1 5/8" MAX. -T SECTION B NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9.05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING I5 NOTTO SCALE (NTS) STD. PLAN - 204.20 w PUBLIC WORKS PRO ', DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 r DATE ubn Works Administrator , 4", 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 6 S��NQ.�e sFF�o, 1 ' #3 BAR EACH CORNER I � \1 I I #3 BAR EACH SIDE 0 #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP #3 BAR EACH CORNER 18" MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION Aoftk V'RI PUBLIC WORKS DEPARTMENT PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN CONCRETE 12" ALL METAL PIPE 15" CPSSP", STD. SPEC. 9-05.20 12" SOLID WALL PVC, STD. SPEC. 9-05.12(1) 15" PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 15" ` CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 200.00 APPR ED. CATCH BASIN TYPE 1 GAZ 9/28/2018 1 P"bi,work: Aem,"a-. DATE 1 1 CITY COMMENTS D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 FN 0. :45 F SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL RENTON SWDM RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. 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. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, 204.40, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 31 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS) STD. PLAN - 267.00 PUBLIC WORKS SURFACE WATER STANDARD PLAN ES®Njrl2dby: DEPARTMENT NOTES (1 OF 2) h lartin Pastucha8/13/2020 Mzrcm Psm�b' DATE B&1�dFsId886A4®D... 1 8:41 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4-81NCH ROCK / 40 - 70% PASSING; • 2-41NCH ROCK/30-40%PASSING; AND • LESS THAN 2 INCH ROCK / 10 - 20 % PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 267.10 V'RI PUBLIC WORKS SURFACE WATER STANDARD PLAN 8%WUN§Fied by. DEPARTMENT /13/2020 NOTES (2 OF 2) actin PastuchJ 5.1m-tu- fiB8UAED96a"9D_DATE 8 R-0422708_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING NJanders 09/30/2022 ' YLP 09.07.22 YLP SURVEYED: D,C SCALE: AS NOTED VERTICAL: NAVD , HORIZONTAL: NAD 1983/13/1991 DATUM aw'�,v C T Y OF PR RENTON • Planning/Building/Public Works Dept. SNYDER PROPERTY STORM DRAINAGE DETAILS 13229 & 13233 158TH AVE SE RENTON, WASHINGTON 98059 DATE: 07.08.22 DESIGNED: YLP FIELDBOOK: PAGE: DRAWN: YLP ONE INCH DRAWING NO: C8 CHECKED: YLP AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY REVISION BY DATE APPR APPROVED: SHEET: o OF: - 'G7 U J M O N 61 L_J DRS PROJECT NO. 21155 N Nt 0 w rr W n O n W �z Cl) "H U -N SEWER 000 � 10-1/2" 1/4„12-1/2„ I 1 •, 2-1/4" 14" 12-3/4" If i tom- 1 1 • - - 2 1-1/4'� CAST IRON RING AND RECESSED LIFT POCKET Not to Scale FRAME 1'-n" nIALICTED 1'-n" 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-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106 OR DABLE STD. PLAN - 403.1 URIPUBLIC WORKS 8" OR 6" CLEANOUT xroysmomned by DEPARTMENT FOR SANITARY SEWER MAIN Martin PastuCtia/26/2020 [h-AU=WM49D DATE r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) Q. Q NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. SNYDER PROPERTY W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) ---\ FOUNDATION LEVEL LIMITS OF PIPE ZONE a O.D. of PIPE 0 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 - 405 • PUBLIC WORKS PIPE BEDDING (APPP67fl�--.11 VR DEPARTMENT FOR SANITARY SEWERS Martin Pastuch&/26/202 I FU4ftti449D DATE 1 12: ---------- ifs EX. SEWER MAIN I I I i t I I 1 I I I 1 SPOOL I I I Z i (LENGTH AS NEEDED) - I I I 0 I 6" SEWER STUB ! ! !+ I I I I I I I I I I I I I I SEWER MAIN TEE X 6" TEE SIDEWALK i l i COUPLING L-J TYP I I I ( ) -L---------J Q 0 0 I' x I� -------------------_--r'J r--------- L --- j BEND AS -` REQUIRED EXISTING SANITARY SEWER MAIN ., „v ulnl SLOPE 1 `6" SEWER STUB SEWER MAIN SIZE X 6" TEE PROPERTY LINE —3'-0" MIN FUTURE 4" SIDE SEWER J2"x 4" STUD MARKING POST PAINTED 6" CAP J WHITE WITH THE WORD "SEWER" STENCILED \ IN 3" HIGH BLACK LETTERS AND #6 WARE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD 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), CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD CONCRETE PAD TO BE 8" IN DEPTH 1 T 8" FUTURE 4" SIDE SEWER 6"X6"X6" WYE `FUTURE 6"x 4" REDUCER 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 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 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 HDPE - 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 SIOE SEWERS IN THE PUBLIC RIGHT-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 ,-, • PUBLIC WORKS INSTALLATION APP •, DEPARTMENT Martin PastuClt@✓26/202 VASOF (SEWER MAIN TO PROPERTY LINE)(m-Afi8&UFD988"9D 1-1 ww.,w l.— DATE D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F425.827.2423 1 CITY COMMENTS YLP 109.07.22 YLP SURVEYED: DJC 2 ONSITE INTERCEPTOR TRENCH YLP 02.13.23 YLP DESIGNED: 3 AS—BUILTS YLP 10.4.23 YLP DRAWN: YLP CHECKED: YLP NO. REVISION BY DATE APPR APPROVE 112: 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 & 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 & 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 STR. PLAN - 413 APPROVED'" DEPARTMENT STANDARD NOTES Martin PastuchaLO/26/2 roeu. woes.nmia.,n,a DATE 0 R-0422709 S-0422701 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS -BUILT NO AS —BUILT INFORMATION ON THIS SHEET. "I CER71FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEP7HS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXIS71NG FIELD COND17IONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 91291202J SCALE: DATE: VERTICAL: NAVD 1988 3/1 • SNYDER PROPERTY 07.08.22 AS NOTED HORIZONTAL: NAD 198/1991 o O T Y O E ,R SANITARY SEWER DETAILS FIELDBOOK: RENTON PAGE: ONE INCH DATUM • DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. 13229 & 13233 158TH AVE SE (gig IF NOT ONE INCH SCALE ACCORDINGLY RENTON, WASHINGTON 98059 SHEEP: 9 OF: 00 M O O N N M, u DRS PROJECT NO. 21155