The URL can be used to link to this page

Home My WebLink AboutzW-4171SetI r r LEGAL DESCIRI PTI DN Rl- Q LOT 98, C. D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEA ME NO. 2, LESS WEST 250 FEET, THEREOF, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 64, RECORDS OF KING COUNTY, WASHINGTON. SI TUA TE IN THE COUNTY OF ICING, STATE OF WASHINGTON. LU I- S LJRVEYOR NOTES BASIS OF POSITION. CITY OF RENTON CONTROL POINT NUMBER 1836. FOUND 5 INCH DIAMETER CONCRETE MONUMENT WITH 1/6 INCH BRASS PLUG, DAWN a5 FEET IN A CASE AT THE INTERSECTION OF BURNETTE AVENUE NORTH AND NORTH 307H STREET GRID=GROUND AT THIS POINT ONLY. GRID DISTANCES OBTAINED BY GNSS OBSERVATIONS WERE REDUCED TO GROUND USING THE COMBINA77ON FACTOR OF NAD83191 GRID COORDINATE PER CITY OF RENTON.• NORTHING, 192137.301, EAS77NG 130097Z688 (US SURVEY FEET). BASIS OF BEARING. • HELD THE BEARING OF S 01 48'14" W FROM THE ABOVE (VOTED BASIS OF P05177ON TO CITY OF RENTON CONTROL POINT NUMBER 1866: FOUND 3 INCH BY 3 INCH CONCRETE r MONUMENT WITH A PUNCHED 1/2 INCH BRASS DISC, DOWN 1.1 FEET IN A CASE IN THE CENTERLINE OF BURNETTE A VENUE NOR TH ABOUT 125 FEET SOUTH OF NOR TH 28TH STREET AND ABOUT 15 FEET NORTH OF A PRIVATE ROAD. NAD83/91 GRID COORDINATE PER Cl TY OF RENTON.• NORTHING, 191472.813, EAS17NG 1300956.762(US SURVEY FEET), THIS REPRESENTS A ROTA17ON OF 00.02�4" FROM THE BEARING OF N 015027" E ALONG PARK AVENUE NORTH (SHOWN AS THE BASIS OF BEARING ON THE RECORD OF SURVEY RECORDED IN VOLUME 19J OF SURVEYS; PAGE 283, RECORDS OF KING COUNTY.) THIS CURRENT SURVEY HOLDS THE ROTA 7ED BEARINGS OF SAID ROS 1931283. 1 774E RESUL77NG BEARING ALONG PARK AVENUE NORTH IS N 015321"E 774E FOLLOWING INFORMA77ON WAS REFERENCED IN PREPARING THIS SURVEY: A) C. D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADD177ON TO SEA TILE NO. 2, VOLUME 11 OF PLATS PAGE 64, RECORDS OF KING COUNTY. B) RECORD OF SURVEY, VOLUME 193 OF SURVEYS; PAGE 283, RECORDS OF KING COUNTY. C) ELSON-AGREN-LINDBERG SHORT PLA T, NO. 193-78, VOLUME 15 OF SURVEYS; PAGE 113, RECORDS OF KING COUNTY. (SOUTH WESTERL Y ADJOINER.) D) BROWN -STRAND SHORT PLAT, NO. 078-77, VOLUME 23 OF SURVEYS, PAGE 148, RECORDS OF KING COUNTY. (NORTHERLY AD 01NER.) E) SHAWN DALY SHORT PLAT, NO. 087-81. VOLUME 44 OF SURVEYS; PAGE 44, RECORDS OF KING COUNTY. (KESTERLY ADJOINER.) F) MA T7HEWS SHORT PLA T. LUA-96-D53-SHP, VOLUME 111 OF SURI/EYS PAGE 184, RECORDS OF KING COUNTY. (SOUTHERLY ADJOINER.) r G) CITY OF RENTON SHORT PLAT NO. LUA-04-O33-SHPL, VOLUME 184 OF SURVEYS, PAGE 169, RECORDS OF KING COUNTY. (SOUTHERLY r ADJOINER.) H) CITY OF RENTON SHORT PLAT NO. L UA - 06- 064- SHPL, VOLUME 260 OF SURVEYS; PAGE 267, RECORDS OF KING COUNTY. CV (NOR THWESTERLY ADJOINER.) 1) J.H. BUDD SHORT PLAT, SH. PL-071-84, VOLUME 42 OF SURVEYS, PAGE 276, RECORDS OF n KING COUNTY. rr J) KING COUNTY ASSESSORS MAP FOR THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 24N, RANGE 5E, W.M. K) CITY OF RENTON SURVEY CONTROL 774E BOUNDARY SHOWN HEREON WAS CALCULATED USING ROS 193/283, HOLDING THE MONUMENT FOUND A T THE INTERSECTION OF NOR7H 38TH STREET AND PARK AVENUE NORTH AND THE ROS BASIS OF BEARING ALONG SAID PARK AVENUE NORTH. THE VARIOUS ADJOINERS WERE INDEPENDENTLY CALCULATED PER 774E LISTED RECORDS, AND THE RESUL77NG FIGURES WERE COMPARED WITH SAID ROS 193/283. THE CALCULATIONS MATCH SAID ROS TO LESS THAN 0 01 OF A FOOT, WITH THE EXCEP77ON OF THE NORTHWEST ADJOINER, WHICH LIES ABOUT 0.15 FEET NORTH OF 774E R05 1931283 CALCULATED BOUNDARY. THIS IS WITHIN THE EXPECTED MEASUREMENT ACCURACIES OF 7HE 77ME AND DOES NOT CONS 77TUTE A MATERIAL DIFFERENCE BETWEEN 7HE SURVEYS ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES. MONUMENTS NOTED AS FOUND WERE FIELD VISITED USING GNSS OBSERVA7ONS ON JUNE 21, 2019. PLA NIUETRIC AND TOPOGRAPHIC INFDRMA 77ON SHOWN HEREON WAS FIELD LOCA 7ED BETWEEN JUNE 21 AND JUNE 24, 2019. UNDERGROUND U77LI77ES SHOWN HEREON ARE PER A COMBINA77ON OF FIELD LOCATED SURFACE OBSERVABLE FEATURES AND RECORDS OF THE APPLICABLE UTILITY PURVEYOR. ALL LOCATIONS SHOULD BE VERIFIED PRIOR TO ANY CONSTRUCTION. VARIOUS LARGE SHRUBS ARE LOCATED ON SITE THESE ARE NOT SHOWN HEREON AS TREES. 774E SUBJECT PROPERTY CONTAINS 39891 SQUARE FEET OR 0.91 ACRES ALL 77ILE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM INFORMATION CONTAINED IN OLD REPUBLIC NATIONAL 777LE INSURANCE COMPANY ORDER NUMBER 5207164446, GUARANTEE NUMBER A 46014- SG W-20150 7, DATED JUNE 5, 2019. IN PREPARING THIS MAP, HUGH G GOLDSMITH AND ASSOCIATES; INC. CONDUCTED NO INDEPENDENT TITLE SEARCH, NOR IS HUGH G. GOLDSMITH AND ASSOCIATES, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON 774E MAP AND DISCLOSED BY THE REFERENCED COMMITMENT. HUGH G. GOLDSMITH AND ASSOCIATES, INC. HAS RELIED WHOLLY ON GRAYS HARBOR T77LE COMPANYS REPRESEN TA T70N OF 774E TITLES COND177ON TO PREPARE THIS SURVEY AND THEREFORE HUGH G. GOLDSMITH AND ASSOCIATES; INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT. HDRIZ0NTAL DATUM NAD 83/91, WASHINGTON STATE PLANE COORDINA7ES — NORTH ZONE, BASED ON CITY OF RENTON PUBLISHED SURVEY CONTROL. NfITCHE SHORT PLAT RCF LS 17659 zi O.ON X 0.1 IN CIVIL RECORD DRAWINGS I l �3�a7d4�� 3��y7d4ag CRONES WI7NESS POST RCF CRONES)RCF (TERRA 0.5N X 0.1 L5 29537 LS 15025, 46876, 0.29V X 0.2 IN 5780N7 37547 1 � � � 4 0.19v X 0.0� ,,,V. EX GARAGE 7O 0 25' 6� da as 3� S 88'40'44" E 370- 40' _ REMAIN) I In I irnrrriTri — i 17,663 SF EX': 1 HOUSE ' 25',�—� 1 ,i(TO '� I I REMAIN) I I 1 2" EIENT 164 RCF IRON ROD LS 9814 0.37V f ��i 0 3�a'10 3k��40 VERTICAL DATUM NA VD 1968 PER Cl TY OF REN TON SURVEY CON TROL. MASTER BENCHMARK. • CITY OF RENTON CONTROL POINT NUMBER 1836. FOUND 5 INCH DIAMETER CONCRETE MONUMENT WITH 1/8 INCH BRASS PLUG, DOWN 6.5 FEET IN A CASE AT THE INTERSECTION OF BURNETTE AVENUE NORTH AND NORTH 307H STREET. ELEVATION WAS VERIFIED BY CHECKS TO THE ABOVE NOTED CITY OF RENTON CONTROL POINT NUMBER 1866 AND OBSERVATIONS USING 774E WASHINGTON STA TE REFERENCE NETWORK. ORTHOMETRIC ELEVA770M = 120.03 FEET, NA VD 1988, PER CITY OF RENTON S17F BM#l: GOLDSVI TH CONTROL POINT TWfS-1, SET REBAR AND CAP ON SOU 7H EDGE OF GRA VEL DRI VEWA Y TO HOUSE ,43625, 1.4 FEET WESTERL Y OF 7HE WEST EDGE OF PAVEMENT OF MEADOW A VENUE NORTH. ELEVA7ON = 161.65 FEET (NA VD 1988). S17F BM#2.• GOLDSM177-1 CONTROL POINT TMS-2, SET MAG NAIL 0.2 FEET EA57ERLY OF 774E WESTERLY EDGE OF PAVEMENT ON 7HE WEST SIDE OF MEADOW A VENUE NORTH AND 12 FEET NORTHERL Y OF THE SOUTHEAST CORNER OF 7HE PROPERTY CORNER FOR THIS SURVEY. ELEVA 77ON = 165.92 FEET (NA VD 1988). 517E BM13• GOLDSM17H CONTROL POINT TMS-3, SET REBAR AND CAP IN FRONT YARD, 5.1 FEET NORTHERLY OF THE 3 BLOCK HIGH CONCRETE WALL, AND 50 FEET EASTERL Y OF THE WEST END OF SAID WALL. ELEVA770M = 180.79 FEET (NA VD 1988). —� enton O Markup Leaend REDRequired Revisions BLUE Recommended Revisions GREEN Items to be Deleted PURPLE Advisory Only N F = lop �I I I S17E BM 3 TM5-3 ELEV=180. 79 N 88'4U 4fi W 37n NpV I a9Z add Aa 33 6p da 7d as 33 .IIII�II�IIIINtIIII�iII�II�III�II�IIAII� !#iiii####iii #iiii####iii ■##iii####ii� i 20' S 14,960 SF I —.---------------- 'n D' RCF 6.5' ROi LS 9814 111�RCF DEDICA7 0.3N X O.1 w ti LS 40015,18898 O.29V X 02� RCF l LS 40015, l 0.2 N X O. S� s� 517E 7MS s 3aka ELE 1 l LEGEND EXISTING FEATURES PROPOSED FEATURES — — ADJACENT PLAT/PARCEL LINE a SEWER MANHOLE '——BOUNDARY ❑ ASPHALT PAVEMENT — — — — AY ADJACENT RIGHT—OF—W ❑ PIPE FLOW WAY — CENTERLINE LOT LINE LOT LNEE CONCRETE EASEMENT R FIRE HYDRANT CURB FLOWLINE — — — — — — — SURFACE FEA TREES � WA TER METER SIDEWALK L/LlLILZ/1/1/1 BUILDING FOOTPRINT M GATE VALVE — CENTER LINE — —410— 10' CONTOURS -------------SAWCUT ----,412-- 2' CONTOURS -0- POWER POLE EASEMENT — — — — SD— STORM DRAIN PIPE C-- GUY ANCHOR — — — — — — — BUILDING SETBACK (BSBL) — — — — SS — SEWER MAIN 190 10' PROPOSED CONTOURS — — — — W — WATER MAIN CONIFEROUS TREE 192 2' PROPOSED CONTOURS ❑HP AERIAL POWER LINE FILL RETAINING WALL PROPOSED UTILITIES ----G— GAS MAIN DECIDUOUS TREE STORM DRAIN PIPE 0 STORM CLEANOUT — ❑ — BOARD FENCE ❑ CA TCH BASIN, TYPE I El ASPHALT ------------- ROOF & F0077NG DRAIN Q CATCH BASIN, TYPE A SEWER SERVICE O YARD DRAIN El CONCRETE — — — — — — — WA TER MAIN 44 PIPE FLOW Q YARD DRAIN ❑o TYPE/ CS — STANDARD GRATE 0 SEWER CLEANOUT M TYPE 1 CB — LOCKING LID M-- WATER METER ❑o TYPE 40 CB — STANDARD GRATE Jk FIRE HYDRANT @ TYPE 1! CB — LOCKING LID ACCESS NOTE ACCESS TO LOTS 1 AND 2 IS REQUIRED TO BE PROVIDED VIA THE SHARED DRIVEWAY TRACT (TRACT A). EXISTING UTILITY NOTE SHEET INDEX 05 VICINITY MAP NOT TO SCALE PROJECT TEAM OWNER TRAILSIDE HOMES 116 1/2 S WASHINGTON ST SEA TILE, WA 96104 PHONE. • (206) 706-1527 CONTACT STEVE LIPPERT APPLICANT 25 CENTRAL WAY, SUITE 400, KIRKLAND, WA 98033 P' 425-216-4051 F' 425-216-4052 WWW-THEELU ELINEGROUP-COM CIVIL ENGINEER THE BLUELINE GROUP 25 CENTRAL WAY, SUI 7E 400 KIRKLAND, WA 9803J (425) 250— 7224 CONTACT: TODD OBERa PE ARBORIST 549hL L�J r CV WLJ Q C) I N Q J TERESA MI TCHELL RYAN SEELEY 19609 145TH AVE SE ISA CER77FIED ARBORIST PN-8096AT RENTON, WA 98056 PHONE. • (253) 266-5665 (206) 498-1852 U-7 Q SURVEYOR Q GOLD SMI TH P.O. BOX 3565 BELLEVUE, WA 98009 a PHONE. (425) 462-1080 CV CONTACT LEE NYQUIST; PLS SITE DATA � SI7F ADDRESS J625 MEADOW AVENUE N PARCEL NUMBER: J342700480 ZONING. • R-6 GROSS S17E AREA: 39, 891 SF DEDICATED ROW 700 SF NET SITE AREA (AFTER ROW DEDICA 17ON): 391891 SF NUMBER OF LOTS PROPOSED. 2 MINIMUM LOT SIZE. 7,000 SF AVERAGE L 0 T SIZE. 16,452 SF SEWAGE DISPOSAL: CITY OF RENTON WATER SYS7EM: CITY OF RENTON KENNYDALE 320 PRESSURE ZONE SETBACKS.' 25' FRONT 0 5' SIDE*0 25' REAR *COMBINED 15 FEET WI TH NO LESS THAN 5' ON EITHER HER SIDE I CV-D I COVER SHEET 2 GN-0I GENERAL NOTES 3 TP-0 I TES C PLAN 4 TD-0I TESL NOTES & DETAILS 5 TR-01 TREE RETENTION PLAN 6 GP-0I GRADING PLAN 7 LS-01 LANDSCAPE PLANTING PLAN 8 LIT-01 UTILITY PLAN 9 DT-01 STANDARD DETAILS 1 D DT-132 STANDARD DETAILS EXISTING U TILI TIES ARE SHOWN IN THE APPROXIMATE LOCA 770N. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCA i101V, SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA 77ON FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LCCA T10NS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FA CIL1 TIES THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON911.COM) AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. 1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS LMT 3/31/21 slsuEYED: GOLDSMITH 2 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS 9/9/22 DESIONEe ALIREZ4 RAMEZ4NI, PE DRAWN. ALLEN BREWER CHECKED: YANNICK METS, PE NO. REVISION BY DATE A P P R 11 SCAM, AS NOTED ONE INCH AT Full SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAM 1 HORIZONTAL• MAD 1963 1991 DATUM 919122 CITY OF RENTON (D Planning/Building/Public Works Dept. SURFACE WATER UTILITY 0 jtarah 05/0412021 WASTEWATER UTILITY Ann Fowlor 05�0412027 01 LOT COVERAGE CALCULATIDNS LOT 1 AREA: 17,663 SF MAX BUILDING COVERAGE 40X 7,065 SF MAX IMPERVIOUS COVERAGE 55% 9, 715 Sr LOT 2 AREA: 14,960 SF MAX BUILDING COVERAGE 40jK* 51984 SF MAX IMPERVIOUS COVERAGE 5.53K* A228 SF R-417101 S-417101 W-417101 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I I— QEVELOPMENT ENGINEERING PLANNING DIVISION 0APPROVED IL Nathan Janders 05/03/2021 05/03/2021 jding REGIONAL FIRE AUTHORITY ¢ *"Qy WATER UTILITY Q APPROVED0 cthomas 0510312021 ��=.R�� agafour 05/03/2021 DATE- J 9/ 12�22 C0VER SHEET J nEw"00' BOOK LU PAGE: PAGE _ MITCHELL SH0RT PLAT DRAVANGNO: CIVIL CONSTRUCTION PERMIT Cv--o r 33427004SO SHEET. r OF.10 r.� Lal SURFACE WATER STANDARD PLAN NOTES: I HE Fo LK51MING I$ A LISTING # aeNPIIAL NOTF1s THJLT $HAur BE INCORPOt Mb A THE ORAkko9 PLAN $Pt- AI,L tklE j OnS 4:94 THE LIST MAY MIDT PEIkTAIN TD NERDY PRpJECT. THE AFIRL ICPLN T OR QWNER, HER EPY REFERRED TO AS APPLICAwT, MAY STRIKE Q 0 T IRnL.9VANT NQTFS IF NOT "LI[ A9LFTO7►+F FR0jCcT. HaviEVER,, THE APPLICANT SHALL HOT RENUMBER NOR EDIT THE Rf "N[N5 NDTE5. IF ADDITIONAL WTES ARE DEED Era FOR SPECIFIC A$PECt$, -tHEY SHALL BE ACIOED AFTER TMG SURFACE WATER 5TANPAR9 PLAN NOTES 1 BEFORE ANY CONSTRU CTTON OR DEVELOPMENT ACTIVrTYOCCUIRS, A PRE-00M3TRUCTIQN MEETINO SHALL Be HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AN THE APPLICANT'S CONTRACTOR. Z THE APPLICANT SHALL8E RESKNSIBLE FOR SECURING ALL 14ECE55ARY CrtY, STATE. AND PRO ERAL PERMnSt MCA TO CONSTRUCTO(q. 3 ALL STORM DRAINAGE IMPRQVEMENT5 SHALL BE DESIGNED AND CONSTRUCTED IN ACCQR.QANCE WITH THE LATEST EDMON Of THE CITY OF RENTON SURFACE WATER 43ENON MMUAL (RENTON 5WDM0, MENTONMUNICIPAL CODE IRMCJ, AND THE STANDARD SPECIFICATIONS FOR RDAA.BRIWE AND MUMCI PAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERr-AN PUBLIC W0RKSASSOCIA710N (APWYAJ FF M44LL BE T+iE SOLE RESPON9IBILTTYOF THE APPLICANT TO CCRREC7 ANY ERROR, 0141SSION OR VARIATION FROM THE ABOVE REBUI REMENTS FOUND IN THE FLANS_ ALL rXMRECTION9 SHALL RE AT NO A13 OFT IONAL COST TO THE CITY 4. APPROVAL OF THE ROAD, GRAD INM FARKI NG. WILDING. ANDDRAINAG E PLAN bGE5 N07 CONRTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION IE.G. WATER. SEWER. GAS, ELECTRICAL. ETC.). PLANS FOR 5TRUCTURESSUCH AS DRIDGES. VAULTS. AND RETAINING WALLS RE0UtRE A SERA RATE REVIEWYAND APPROVAL BY THE CITY P RIOR TO CONSTRUCTION THE 5URFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCT€DACC ORDING TO THE APPROVED PLANS ANY DEVIATION FROM 714E APPROVED PLANS WILL REQUIRE COORDWAT ;ON FOLLOWED BY WRFITENAPPROVAL FROM THE CRY SL A COPY OF THE APPR43VF D PLANS SKILL BE ON THE JOB 617E WW-NEVER CON STRIICTEN IS I N FIR MMS- C THE LOCATIONS OF ALL FAISTFNG LIT ILITICS SHOW14 HEM011HAVE BEEN ESTAB UGHE0 III FIELD 5URVEY OROBTALNED FROM AVAILABLE RE CORDS AND SHALL THEREFORE BE CflN5ID€RE0 APPROM IVAT E ONLY AND NOT NEC ES5ARILY COMPLETE, IT M THE SCALE RESPONSIBILITY OF THE; APPLCA14T ANCI THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE A6CURAGY OF ALL UTILITY LOCATIONS SHOWN. AND TO FURTHER DISCOVER A140 AVOID ANY OTHINR UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT 5HALL RECQRD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVER£DAND ANY CNANCESTOTHE APPROVED PLANS. THE APPLICANT SMALL IMMEDIATELY NOTIFY THE ENGINEER CF RECORD IF A CONFLICT EXISTS. 7, V1=R,T1M 0ATUM SHALL - PIAVP AS -P HQR 1ZOrh4 FA, DATUM SHA4,19E NA 83 IWA $TATC PLANE, NCRTH). UN1,R$S PT HERWI SE AP PROVEP Ely THE - CITY_ RFF-ERENGE 8ENCHM/4RIS, PATI,IM, AND EEV IOW S1iALL3E NOTED QN THE PLRMS. 9. ALL URtLITY TRENCH 9ACKFILL AND -ROADWAY "GRADE SHALL 8E COMPACTE D TOSS% MAXIMUM DRY DENSITY PPR SEC71101H 2.02 3(14)0 - COMPACTON AND M0I&TURECDNRROLTESTS OF THE WYSOOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND CTHER INFILTRATION AREA S. ALL TRENCH BAZCKFFLL SHALL SE FIRM ADD UNYIELDING BUT FN NO CASE SHALL SE COMPACTED TO MORE THAN. 925! OF MAXIMUM DFtY OF-MS1TY- 9- OPEN CUTTING OF EXISTING ROADWAYS FOR STORM ORMINAGE WORK I NOT ALLCIMED UNLESS SPECIFICALLY APPROVED13Y THEUFTY AND NOTED ON THE SE APPROVEDPLANS - ANY 0PCN-CUT SHALL RE RESTORER] IN ACCORDANCE WM-f THE 07" TRENCH RESTORATICN STANDARDS. 10 ALL PIPE AND STRUC,TURE9 SRTALL BE STAKE 0FOR SURVEYi1NE AND ISRACIE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON T+iE PLANS OR WHERE DIRECTED BY THY; CITY. THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL B€ ADJUSTED TO THE GRADE AS 8TAKED. 11. ALL FLOW CONTROL FACaLMES SHALL BE INSTALLED AND IN OPERATION PRIOR f0, OR IN CONJUNCTION WITH, ANY CO14STRUG7I-DN ACTIVITY UNLEStIDTHEF%M%E APPROVED BY THE CFFY, 12 ALL PIPE AND APPURTENANCES SHALL $E -AID ON A PROPERLY PREPARED FOUNDATION I M AC CORDANCE WITH THE CURRENT 37ATE OF WASH INGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE C(A4STRUCTION. THIS $HALL INCLUDE NECESSARY LEVELING OF THE TRENCHBOTT❑M OR THE TOP OF T}IE FOUNDATION MATERIAL,AS LFTFLL AS PLAGMFNIT AND COMPACTION OF REOUIRED B€DDING MATERIAL TO UNLFORMGRADE SO THAT THE ENTIRE 1.-t=NGTH ✓7F 7HE PIP£ WILL BE SUPP4DRTRD ON A UNiFOPM-Y DFMAE, ut-MEMPNG RAM. ALL PIPE MMO ING ANib 9At;KPLL $HALL 9P AS SHC*-W C N THE CITY ATAN DARI) PLAN 22M-00, "0.1 o- AND 220-n 13 STEEL PIPE SHALL BE ALUMINIZED. OR 4ALLVANIZED WITH ASPHALT TREATMENT 1, 2, 011151NSIDE AN OUTSIDE. 14. ALL DRAINAGE STIR UCTURESSUCH AS CATCH BASINS AND MANIH0L.ES SHALL 9E FITTED WITH DUCTILE IRON, BOLT -LOWING IJDS PER THE CITY 8TAN DARD PLAN 204-10.20420, N4AO, 274AC_ AND 204.50. 6 rRLFCTURES SHALL HAVE: ■ RECTANGULAR OR ROUND, SCLID LIDS WHEN NOT COLLECTING RUNOFF, AND DUTSCE OF THE RCAD WAY. • ROUND, SOLID LIPS V6MF-N NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE RQADWA.Y. BVFT-CWSIOE OF THE CUR&GUTTER LM. • ROPUNC, SOLD LJDHTS DISPLAYING THE C1TY LOGO WHEN WITHIN THE PUKIC RIG-CF-WAY OR IN AN EASEMENT TO THE CRY. PRIVATE STRUCTURE LOS OUTSIDE PUBLIC RIGHT-CF -WA Y AND EASEMENTS TO THE GUYEHALL NOT DISPLAY THE CFTY LOGS. 15� BILW-PIIM AMID M-"F;R SMVCrTLIRES SHALL IRE PLACIEDINAGCORDA>IGE WITH TAKE 4 I EASEMENT VVIPTH5 ANP 5IJI;,PINQ5 SF;TRACKS LINES OF THE RENTQN 5WPM- 16.. LIDS OF MANHCLESfCATCH BASINS WITHIN PUBLIC RIGHT -CIF -WAY SHALL NOT RE ADJUSTED TC FINAL GRADE UNTIL AFTER PAVING. ALL MAN11CLEhCATCH BASIN RIMS SHALL BE ADJUSTED 70 BE FLUSH WITH FINAL FINISHED GRADES, UNLIFSS CTHIERINME SHOWN 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-CF-WAY SHALL BE Or SUFFICIENT LENGTH TO PROVIDE A MINIMUFA 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE'BOT `014 OF THE DrrCH. UNLESS OTHERWISE NOTED, DRAWING F. NDT TO SCALE STD. PLAN - 267.00 PUBLIC WORKS SURFACE NEATER STANDARD PLAN Bey: }I DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/2 DA SURFACE WATER STANDARD PLAN NOTES, THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE IMCORPO'RATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST WY NOT PERTAPNTO EVERY PROJECT. THE APPLICANT OR 0VVNER, HEREBY REFERRED TQ AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLIC.rtiBLETO THE PROJECT, HOWEVER, THE APPLCAN T SHALL NOT RENUMBER NOR EUFT THE REMAJ-NM40TES, IF ALUTIONAL NOTE5 ARE NEEDED FOR SPECIFIC ASPE GTE. THEY SHALL BE ADDED AFTER THE 9LIRFACE WATE R STANDARD PLAN MOTE 5 18 ROCK FOR ER -SION PRDTECTIDN OFIROAMIDE DITCHES. WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE 111 FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: ■ 4 _ 8 INCH ROOFS F4D - T0% PASSING; • 2-4INC HHOCK F3O-40%PASSIW;ANO • LESS THAN 2 INCH ROCK 110. 211% PASS&G. 19 FOOTING GRAIWLG E €Y$TEM$MCI ♦ROOF POW N$Pbvt SYSTEMS $-PALL NOT M INTERGONNE TIEV AND $HALL $.t1PAR ATELY co*-Ey COLLIEC MD fLDw5 TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILMY ON THE SITE, UNLESS APPROVED 6Y THE CITY, FOOTING DRAINS SHALL NOT BE CON NEC MDTO ON-51TEOMPS_ 20- THE END OF EACH STORM DRAIN STUB SHALL BE CAPPE77_ A CLEANCUT TOPPED WITH A ROL T-LOCKING LFO MARKED 'STDRM- OR'DRAIN' SHALL 9E LOCATED AT THE PROPLRTY LIN€ OR AT THE POINT OF CCNN€CTICN OF A PRIVATE STOPJAWMINAGE CONVEYANCE SY97FV P€RTHE CITY STANDARD PLAN 22T-M 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LJ WE AND GRADE BY A SUR VEYOR LIE ENSED IN WASHINGTDN STATE. AN13 CLIT SHEETS SHJLLL BE PRCVLOED TO THE CITY PRIOR TO CDNSTRJCTION- 22. ALL NEWLY4NSTALLED AND NEWLY-REHABILl7ATED (PUB UC AND PRdVATEI STORM C0 MMAMCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLATE 2W-D , CCTV INSPECTIONS AND REPORTS SHALL BE SUB ITTJoO TO THE CITY PRIOR TO RECEWIN-G APPROVAL TO INSTALL PROACT CURBS, GTITTERSANDJOR PAVEMENT 23. ALL STORM SYSTEM 5 AND CiONNECTICFTI5 TD EXISTING MAINS SYNdL BE TESTED IN ACCORDANCE WFTH SECTION 7-1A.3(1 ) OF THE W613M STANDARD 5PECIFICATION5 AND IN THE PRESENCE OF A REPRESENITATI VE CIF THE CFFY, STORM DRAIN STUBS, SHALL 13E TESTED FOR AC EPTAJNDE AT THE SAME TIME THE MAIN STORM IS TESTED 24. FOR ALL DI8TURSPED PER VFOU3 AREAS {COMPACTED, GRADED, LANDSCAPED. ETC,5 OF THE DEVELOPMENT SITE, TO MiJNTAIN THE MOISTURE CAPACITY OF THE S01L EITHER STOCKPILE AND REDISTRIBUTE THE EVSTING GUFF LAYER AMID NATIVIE TOPSOIL ORAMEN 0 TFE SOIL WITH CDWOST IN ACCORD ANGE WITH STAND PLAN 264-00_ 25. ISSUANCE OF THE DUILDINGa OR CONSTRUCTFON PERMITS BY THE C17Y DOES NOT RELIEVE THE APPLICANT OF THE 00NTINLFINGLEGAL CBLMTION ANMOR1-1ABILTTY CONNECTED WITH 3TORNMATER DISPOSAL THE CITY DOES NOT ACCEPT ANY 081.IGATION FOR THE PROPER FUNCTI0NWGAND MAINTENANCE OF THE STORM SYSTE V PR 0 VIDE 0 OU R ING C(M TRUCTRCN 20. ADECUATE SAFEGUARDS. SAFETY DEVICE$. PROTECTIVE E0IJIF'MENT. F1.ACGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE. HEALTH. AND SAFETY CIF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNEDTICIN WITH THE PERFOROAANCE OF W0RK-SHALL BE PROVIDED_ ANY WORK WITHIN THE 7RAVELED RIGHT-OF-WAY THAT k1AY INTERRUPT NORMAL TRAFFIC FLOW SHALL R.EOUIRE A TRAFFIC C40MTPCX[. PLAN APPROVED BY THE OfIY ALL SECTJONS CIF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARYTRJIFF C C0WFIOLSHALL APPLY 27. PRCVECTSLDCATED WITHIN THE CITTS AQUIFER PROTECTION AREA IAPA) SHALL CORIPLY WITH 5PEGIAL REQUIREMENT NG OF THE RENTON SWUM AND AQUIFER PRDTECTIDN REGULATIDN8 (RMG 4-2�M). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH EASFNMAN HOLZ LID5, CU-AWWS. INLETS, ETC,) IN THE STREET TRAVEL LANE WHEEL PAT H.INTERS ECTPONS OF STFJEET TRAVEL LANE5, $EKE LANEG. SIDEWALKS. AND CRCS5WALJLS SHALL BE AVOIDED WHENE VCR PC]557BLE. ANY SURFACE APPURTEMANC4 PLACED IN A SOEWALK OR CROS5 NALK SHALL BE FITTED AITH A NONSLIP OR NON-SKID LJD PIER ADAREQUJRELIENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE FLA MS. FRIVAT€ SYSTEMS SHALL BE MAIITTAJNED BY THE APPLICANT. 30. MIN IVUM COVER OVER STORM ❑RAINA_GE PI PIE 5HAIL SON FOR MTO TABLE! 4-21A2 OF THE RENTDN SWUM. 31. CONSTRUCTED PERMEABLE PAVEMENT 9FN4LL BE PERMEABLE EhiCiJOH TO ASSOfi9 WATERAT A MINIMUM RATE OF 20 iT1CHES PER HOUR iMMEOLATELY AFTER THE PAVEMENT SURFACE HAS BEEN VVETTED CCN1iNUMSLY FOR AT LEAST 10 MIN LFTES- COMPLIANCE WRH THIS MIN -MUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT COMPLIANCE MAY BECHECKE0 USING A SIMPLE BUCKET TEST I WHICH 5 GALL LC IN 5 OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. I F ONLY A LLIFJOR AM OF WATER PONDS OR RUNS OFF THE SURFACE. TH EN THE PAVEIJEN7 IS CONSIDEdRED TO MEET THE FAIN ILTUM IRA TIE CIF ABSORPTION. AT LEAST LINE TEST SHALL BE CCNDUCTEDPER 1.000 SOUA1tE FEET OF PERMEABLE PAVEMEN1. IF THIS TEST 13 NOT CONCLUSIVE. THEN A140THEIR TEST PER ASTIR C1701 SHALL BE CONDUCTM FM LARGE AREAS IE.G.. PARKING ARE-ASi, TESTING 0 3SERVAT ION MAY BE ACCOMPLI-SHED W HILE WALKING, BEH IND A SLOWLY I CMUG WATER TRUCK DISUHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE FAV ERS SHALL BCE TESTED USING ASTM C1781- PUBLIC WORKS URI DEPARTMENT SURFACE WATER STANDARD PLAN NOTES (2 OF 2) UNLESS 0THERW15E NOTED. DIRAWING IS NCT TO SCALE STD, PLAN-21i7,10 8�+6kiaa by: artii,n PastuchA�13120 M1]1Fa499AiL❑. OA GENE:R./LL NWMS: 1. ALL NEWLY IRIS TAU. ED ODIC NEWLY-REHASIUITA-rED [PUBLIC AND PRIVAME SANFTARY SEWER AND ST0RIM DRAIN MAIN UN5 SHALL BE 1NSPECTED BY MEANS OF REMOTE CCTV, CCTV INSPECTIDNS AND REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON INSPECTOR ASSIGNED TO THE FIR pJECT PRIOR TQ-REDEIVING APPROVAL TO INSTALL PROJECT CURB$, GUTTERS. AMEN DR PAVEMENT. 2 TT-0E CONTRACTOR SHALL PERFQRUJ+LL CCTV INSPECTIOINS IN ACG4RDAWE WITH TI-PE NATIONAL ASSQCIATIOM QF $EWER $ER410E CCIWANIE5 WASSCOI PIPELINE AS:ES5MEW CERTIFICATION PRO RMI IPACP?, J. ALL CCTV OPERAT QRS $HALL HAVE CURRENT MASS -CO PACPCEPRTIFK:AITKXN, 4. CCTV INSPECTPONS SHALL BE RECORDED IN AGRAHFTENET COVPAT 10LE FOR NIA T DATABASE JGNG THE LATEST SOFTWARE VERSI0N AND SWM17TED WITH FIE CTMNIC LINKS BETWEEN THE DATA AM THE VIDEO ON AN WEPAk- HD6, M. CR FLAW bRIVE_ 5. ALL CCTV INSPECTION REPORTS SHALL BE ►-THIN 4A- 7W0(21 FFET OF THE MF,AJSUfRFD LINEAR f DOTAGE BETWEEN MANHOLES ALCKr, TH E EKISTING PIPEL INE GENTERLML FROM THE START OF PIPE TO END OF #PIPE. 9. ALL OWNER AND PACP RIEQUIREJD HEADER INFORMA-r ON MUST BE FULLY AND ACCURATELY EN?ERED 0" ALL CCTV REPORTS. WORK MDT FOLLUMW THESE SPECIFICATIONS WILL BE REJEGTE0 AND THE CONTRACTOR STALL BE REQULREF TO RE-CG`IY THE WORK. 7. THE DOCUMENTATION OF THE WORK SHALL CONSIST DF PACPCCTV REPORTS, PACP DATABASE- LUGS, ELECTRONIC REPORTS, ETC MATING IMFORTANT FEATURE$ ENCOUNTERED DURING THE INSPECTION. THE SPEED OF TRAVEL SMALL BE SLOW ENOUGH TO 1N$PECT EACH PIPE JOINT, TEE CCMEO-TIDM, 87RUCTUHAL DETERIORATION, INFRTRATKA AND INFLOW SOURCES, AN DEPOSITS, BUT SHOULD NOT. AT ANY TIME, BE FASTER THAN 30 FEET PER VINUTE, ESOEATAS NOTED OTHERWISE 114 TH13 DOCUMENT. 0. THE CAMERA YUST HECENTEREC IN THE PIPE TO PROWIDE AGCU-RAPE DISTANCE MEASUFT--KNTS TO PROVrDE LOCATIONS OF FEATURES 1N THIE SEWER AMP THESE FOOTAGE MEASUREMENTS SHALL BE DiSM AYEA AND UMUMENTED ON THE VIBE❑ ALL PACP OCSERVATJON5 SHALL BE LDUMFIED BY AUDPO AND QN A PACP LW. ALL VIDEO MUST BE CQNTINUOUBI,Y MET IERED FROM MAN NME TO MANHOLE, ALL VIQEQ -RECORDING SHALL BE C0NTINVQU5 FROSTRUCTURE TO STRUCTO STRUCTURE WITT1 NO "PAUSING' OF THE VIDEO RECORDLN3 DURING EACH PIPELPN E UN9PEGTIQN- THE PIPE SHALL BE CLEATAEQ PRIOR TO THE CCTV IM3FECTION- O ENSURE ALL DEFECTa, FEATURE. AND OWERVATION5 ARE SEEM AND L000EID 9 JUST PRIOR TQ BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA 18 M PLACE AMID RECORDI MG. WATER{CONTAINING DYE] SHIALL BE INTRODUCED INTO THE UPSTREAM LWA-IOLE OF EACH PFPE SEGMENT UNTIL IT19C65ERME0 AN RECORDED FLOWING PAST THEE CAMBRA'S FIELD OF VISK)N IN ITS ENTIRETY. 10 THE CCTV CAMERA SHALL HAVE A WATER -LEVEL MEASURING DEVICE (HALL, CY:-I NDEK ETC.) ATTACHED THAT HAS Tr4- Lka RKI NCS TO SHOW THE DEPTH DF WATER IN THE PIPE EKIRINa THE CCTV I MW ECTiCN. 11 ALL IU%NN4LE5 SHALL DE CHIANNELED AMC CUA TED PM R TO 4CTV 1149 PErTIPN 12 PER O1TY OF RENTON 5PECiFICATI0N 7-08 9(2jd, SEWER AN 5TOF'M DRAIN PIPELINE SHALL11AVE NO MORE THFNN Tr rOF "DI NO TO 8E CONSIDERED ACCEPTABLE. UN LESS OTHER MILE MOTE O, ORA WI Mfi IS NP-1 TO KALE STD. PLAN - 266.00 DEPAR UR PUBLIC EPAR II�DRTMENT T �� CCTV INSPECTION SPEOFICATIONS R Rnt A 9/28/2019 1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS 2 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS ►1�11 REVISION WASTEWATER UTILITY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL HE IN CONFORMANCE Wr H THE STANDARDS AND SPECIFICATION OF THE CJTy OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTlAP4YA STANUARfDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS A SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT AU TIMES DURING CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SFIALL BS NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 19183h921 UNLESS OTHERVYISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCM 09 TmE APPROVED PLANS 3 A PRE-CONSTRUOT'ION CONE RENCE AND A 24-HOUR NOTICE SHALL IRE REQUIRED PRIOR To STARTING NEW CONSTRUCTION FT SHALL BE THE CONTRACTOR'S RESPONSIBILJTY TO SECURE ALL NECESSARY PERMITS, I-NCLLIDING STREET USE PERMITS, PRIOR TO START-NIS GQN*T13UGTI4N IN45PECTIUN WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY, IT SMALL BE THE CONTRACTOR'S RESPONiSIBIUT'Y TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 -HOURS IN ADVANC-E OF OAWILLING ALL CONSTRUG-BON 4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS CD WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TiRAFFrC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY VVQRK WITHIN THE PUBLIC RIGHT-OF-WAY 5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUGTION AND FOR THE SAFETY OF WORKERS AND -OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS- 0, ALL LOCATIONS OF EXISTINIS UTILITIES SHOVWN ARE APPROXIMATE AND IT SHALL SE TH-E CONTRACTOR'S RESPONSIMLITM TO VERIFY THE TRUE AND GGRRECT LOCATION 30 AS TO AVQI❑ DAMAGE OR 0ISTURBA-4CE THE CONTRACTOR SHALL COMPLY YVrTH THE REC}UIREMENTS OF RCW 13 122 A DIG TICK17 SHALL BE ❑STAINED A VtNIMUM OF TWO BUS iNIESS DAYS PRIOR TO STARTING ANY EXCAVATION- THE CONTRACTOR SHALL HAVE A COPY OF THE DIG, TICKET ON SITE AT ALL TIMES 7- BACKEi- L SHALL BE PLACED EQJALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE Av2RAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTINQ EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY THESE r,DNAPAOT£D r,AYERS MUST EXTEND FOR ONE PIPE ❑FAMETE:R ON EACH SIDE OF THE PIPE OR TO THE 51❑E OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL HE EQUIVALENT TO BANK RVN GRAVEL FOR TRENCH B-ACKFILL(S-03.19), B SANITARY SEWER PIPE SHALL BE PaLYONYL CHLORIDE {PVC} RUBBER-GASKETED ASTNI ❑ 3034, SDR 35. CNO C905 OR -DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SI-(ALL NOT BE LOCATED UNDER ANY STRUCTURE (VVALL, BUILDING FOUNDATIoN1, ETC } UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TJU B!F LOCATED UNDER ANY STRUCTIL11RE (WALL, BUJLDING FOLINDATIONI, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412 1C. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHIES ON F-XI,5rINO TRAVELED ROADWAYS SHALL BE BACKFILLED VVITH CRUSHED SURFACING AGGREGATE (WEDOT SPECIFICATION 0-019(3�AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 11 ALL PIPE AND APPURTENANCES SHALL $E LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND $PCGIFICATION OF THE CITY AKD THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTGN STAINIDAR❑ PLANTS a 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 ACC❑ROANCE VVITFI SrANCARD PLAN 405 12 ALL DISTURBED AREAS SHALL BE SUrcDED AND MULCHED OR OTHERWBE STABILIZED TO THE SATISFACThON OF THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION A14D APER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVI❑C THE. CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS iiEEN STAMPED AND SIGNED BY A LICENSED PROF EGSIONAL ENGiNEI43 OR LICENSED PROFESSIONAL SURVEYOR Aomtk L077C� -TDPLAN - 4L3 PUBLIC: WORKS WASTEWATER UTILITYNkw YDEPARTMENT STANDARD NOTES artin Pastuchaa12s �E-XISTING UTILITY NOTE EXIS77NG U 77LI77ES ARE SHOWN IN THE APPROXIMA 7E LOCA 770N. THERE IS NO GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR 7HA T THE LOCA 770N, SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR PRIOR TO TRENCHING OR EXCA VA 77ON FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA 77ONS, SIZE AND MAMMAL THE CONTRACTOR SHALL MAKE THE APPROPRIA7E PROVISION FOR PR07EC77ON OF SAID FACILITIES 77-IE CONTACTOR SHALL N077FY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND ARRANGE FOR FIELD LOCA77ON OF EXIS77NG FACIL177ES BEFORE CONSTRUC770N. LMT 3/31/21 9/9/22 BY DATE APPR L] BLUELINE 25 CENTRAL WAY, SUITE 400, KIRKLAND, WA 98033 P- 425-216-4051 F- 425-216-4052 WWW-THEBLU ELINEGROUP-COM DATER PLAN GENERAL NOTES Sundard Plan N17. 300 L ALL WORK AND MAkTERM&S SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUSUC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT I APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT TILE JOB SM WHENEVER CCNSTRLICTION IS iN PROGRESS, A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PE41MRS PHIDR TO CONSTRULFICIN, 2. ALL DUSTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-900--424-5555 TO VE It1FY UTILT Y LCICATIONS REFORE BEGINNING FXCAVATION, 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUT$° FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY IHE CrTY OF RENTON PIRIORTO BRINGING ANY MATERIALS ON-SITE- 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL ELE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSIIAWWA C110/A21.10-92. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 9-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAIP45 TO FINISHED GRADE SHALL BE M INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 1-2-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE &D INCHES. ANY DEVIATION$ NAIJST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE W ATE R MAIN SIH ALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TD PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE U5ED. AtLTRENCH BACK FILI SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MDDIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRNEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS, ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLUING FOR WATER MAINS SHALL BE DESLGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CrrY OF RENTON STANDARD DETAILS AND SPE01FICATLDFiS AND SHALL BE INSTALLED AT ALLVERTICAL AND 110RIZOWALL BENDS, FITTINGS AND BASE OF flYDRAN15. ME4GA-LAGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADIDMON TO CONCRETE BLOCKING,. 7. ALL NEW WATER MAIN PIPES AND FRTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AN17 TESTEU. CLEANING, PRESWICE AND PUR" TESTING SHALL BE DONE IN THE PRESENCE QF AND UNDER THE SSUPERVLSION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT j BLOCKING FOR TESTING AND PURrrYACCEPTANCE. NO CONNECTION SHALT. BE MADE BE1WEEN THE N-EW MAIN OR BETWEEN THE NEW WET -TAP VALVE TOAN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. S. NEW WATER MAINS INCLUDING, SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 250 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 22S PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSf PRESSURE DROP DURING THE ENTIRE TEST PERIOD_ U PON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL Bf DLSIHFECIFED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS MSPECTOR. 9- THE CONTRACTOR SHALL NOTIFY THE CRY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CON NECrION5 TO THE EKIMNG WATER SYSTEM, THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FrTTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND Ail MATERIALS REQUI-RED FOR THE CITY OF R€NTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALLPROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETESURFACE RESTORATION. SM- PLAN - 300.0 P U BLic W RKS WATER PLAN GENERAL NOTES [7PARTMENT MARCH 2010 R-417102 S-417102 W-417102 IN COMPLIANCE WITH CITY OF RENTON STANDARDS E ENT ENGINEERINGnders 05/03/2021 (:D] 9/9/22 SURVEYED: SCALE: DATE: GOLDSMITH HORIZONTAL FINAVD 1988 3/1991 9� 1 �,� 2 AS NOTED C TY OF GENERAL MOTES DESIGNED: ALIREZA RAMEZANI, PE FlELDBOOK: BOOK PAGE: DFFAYYN: RENTON M► TC H E L L S HORT PLAT DRAWING NO:PAG E ALLEN BREWER ONE INCH DATUM CHECKED: NETS, PE Al FULL SCALE Planning /Building/Public Works Dept. CIVIL CONSTRUCTION PE R A41 T G IV -❑ i< IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY 3 3 4 2 7 CI❑ 4 SO SHE: 2 OF, 10 4 L�J r CV AN LJ O O O O I CV Q J L�J IL cr- U) J w 2 C) L I �vv A,2 3� l 7 v v 2+94 45z 12.15' L T 2o. q p 2 RIM f 7-4&.;58 175e 41 33 3$ 6" IE 169.34 (UT-N) RCF TERRANE LS 15025, 46876, 51800,37547 1 0.1 N X O. O i CRONES WITNESS POST S S C O I O.5N X 0.1'W RCF CRONES 3+3Q*4, 183'LT_. __-_-. _--- - LS 29537 RIM -1�1:-si� I 19 0.2N X O.21N KEYSTONE 6" IE 170.90 (OUT-E) - - ARBOR RET WALL RCF V' ARP WOOD G 9S LS 17659 j� POST M� RAPEVI ' 0. ON X 0.11N �---- - - - MP M fiBE c� $ I �' AND ASBUIL T BY PSE Z _ _ '�71T �f / I �_ _- r i GARAGE rj RPE=196. 13 RAISEDI -- rr WOOD DECK , _ r' ' Woo wN a 2.5' VERT PIPE i V ENTRANCE) DIL FILL 7 17, 663 SF : -WOOD WOOL] �� + HOUSE 3625 f.- RET WALL ,' C� r, CONC { I p STEPS RPE= %L��/1/L1/ N 1'5321"E 197.41 � �--------- �' LPLANTEE::: 10Z 65' I 1 ; _ Z� vp a v I I, i CONC - j WATER SERVICE 33 A 3 z 1 \ / r +/ STEPS _ EASEMENT - - / PROPOSED I" 20 t I WA TER SERVICE S=0.0200 1 (TYP) Q -- I V/ i TMS-4 � ILL�1/ LC 1 r 6' WOOD 1/ � BENS - , - - FENCE IRON�ROD , -------- ----- -- r �� I ~ 7T N CONNECT TO EX SIDE SEWER RCF 5 5 C ❑ �2�KEO�YSTO NE 1 5 1 " IPF CONTRACTOR TO L5 98]4 N09 CONFIRM IE PRIOR E=�9-130274a8167 (3 TO ��, 06 X 0.2 I�' �� TO CONSTRUCTION 0'3� RIM 48�9-182.62 4" IE 176.60 (IN-W) I gb oA �v N 88'40'44" W 3 370 40' 3 5 5 C 0 4 PERMEABLE PAVEF 1 2rt3�32a?-60'Ef2+9aJA 6.65'LT SEE NpTE THIS RIM fi�Eg 175.42 SHEET (TYP) J 6"1E 169.22 (IN-S) 55C0 7 2+31.44 1.87'LT j 6" IE 169.22 (OUT-E) _ 9 I RIM �l 171.21 6" IE 163.60 (IN-W) 6" IE 163.60 (OUT-E) YD 1 YARD DRAIN x 0 44.a'si?�.60, iT 2+4tQ9, RIM #Fz3i;5e 17113 2a 4l' LT 6" IE 1, 9:izO (OUT-E) 17Q58 N88 40 44"W 6' CHAIN 216.50' LINK FENCE " - I EX SSMH 1 12+20.29, 4.38 RT TRACT A SDCD 3 N RIM 152.15 1 8" CONC IE 142.98 (N) 4CCE5S & UTILITY 1+57.26, 11.78 LT 8" CONC IE 143.02 (S) 6,568 5F RIM 66-8� 1(IN- ' 8" CONC IE 143.10 (W) 6" IE 164.41 (IN-W} s s c o a 6" 1E 164.41 (OUT E) i �/] c �jQ rJ r i i LA 6 AA• ! T 2+1.15a &26' LT l _ - _o. .. RIM 1699:9F- 17a37 2" PE IP GAS RECORD o 6" IE 162.88 (IN- W) 6" IE 162.88 (OUT-E) SIZE & LOCATION v 'l iI = __' EX 12" {{ I WATER MAIN aDCO 1 1+9&69, 11.82 LT Dr JI r, 55 0 6 RIM #E}#e maei RBF ++ I ' !I}-�. -'. . . . :.... -t+_ 1+29.0& 2.94 LT 6 !E ]67.50 (IN-S) 6" IE 16Z50 (OUT-E) LS 10766 ` O.1 N X 0 0'W .. J i .. i RIMifrf�8162.82 ° , 6 IE ]5fi.30 (IN-W)I 6" ` I . W r ® 6" IE 156.30 (OUT-E) I' 1568.1 6.53 ~\ I� a I' '. 1 +. 34=6" � 8.32�• CE.• 161.57 � \ GA TE � to • - EX 8" CONC ,Tg 3E=lr° DI 28� 1 - •' '. OH�' :{ SEWER MAIN 8.58� �� Q iUP, '.'- - '• '. '.'- INT 10+89.62 MEADOW A VE N UG - . -• . = 1+00.00 ROAD A .-'. •'. -'. •' -:.. r SEE UTILITY CROSSING ® 7. 7/ '''DAYLIGHT - i r OVERFLOW TO SEWER STUB I I SLOTTED ON51 TE DRI VFWAYS I I UNDERDRAIN FORSHOW FOR REFERENCE PERMEACONNECT 1 ONLY.❑RIVEWAYS TO BE I �\-SYSTEM PAVER (WALL j CONSTRUCTED UNDER 1 f i I DRA N FOOTING I INDIVIDUAL BUI PERMITS (TYP)LDING 1 `� I 5'x37'x2' DEEP , 14,960 SF ' `�� + ' INFIL TRA 770M TRENCH W OVERFLOW PER COR STD ` PLAN 225.20- --- ��` I SEE INFIL TPA TION TRENCH s p�0 - - , EX CUT EWER SER OCE S O B j NO TFSy THIS SHEET (TYP) 1+SU 4$ 24.13' L T - SEWER NOTES, THIS SHEET I _ I S1 TE BM 3 RIM TP9 8& 171.16 TO BE TMS-3 ,----- 6" 1E 169.00 (IN- W),' , EX WATER SERVICE ELEV=180 79 _ 6" IE 169.00 (OUT-N) `� CUT AND CAPPED). SEE f y - _ WA TER NOTES, THIS SHEET 151 TE BM 2 ----- ----- �----------1 lI 4' WOOD PICKET FENCE EV2165.92 'ALL •40 46 w 4' PICKET W000 FENCE W/KEYSTONE RET WALL �� 6.5' ROW DEDICATION RCF ; 5 iO4 i22' DEEP [7N 33� 4" 1E 176.60 (OUT -NE) �� 2 LS 9814 INFILTRA T70N 7NENCH W -y 'r 037V X 0.71N �� ,' OVERFLOW PER COR S7D - -\_QRIPLINE PLAN 225.20 L + I 3 3SEE INFIL 7RA77ON TRENCH 4 RCF I NOTES THIS SHEET (TYP) ` JJ $ Ar LS 40015,18898 IL I 7ppA ` o7pp 0.2N X O.1 t + ` 4 f TRACT 26' ,MACT PL lop STD PLAN 261.10 (TYP) R 0A D A SCALE. 1" = 5' INFILTRATION TRENCHES NOTES INFIL TRA 7701V TRENCHES TO BE INSTALLED PER COR STD PLAN 225.20 - TOP OF GRA VEL ELEVA 770N. LOT 2 (WEST) 172. 00 LOT 2 (EAST) 169.00 - 6" PERFORA TED PVC PIPE IE.• 171.00 168.00 - BOTTOM OF GRAVEL ELEVA T70N: 170.00 16Z OO - IMPERWOUS AREA TRIBU TAR Y 4,305 SF 3, 923 SF -REQUIRED TRENCH FOO TPRIN T 181 SF 165 SF - PROVIDED TRENCH FOOTPRINT 185 Sr 170 SF TRENCHES SHOWN FOR REFERENCE ONL Y AND ARE TO BE CONSTRUCTED WITH BUILDING PERMITS PERMEABLE PAVER NOTES 1. PERMEABLE PAVERS TO BE INSTALLED PER COR STD PLAN 261.10 2 PERMEABLE PAVEMENT CHECK DAMS TO BE INSTALLED PER CDR STD PLAN 261.20 (SEE DT-02). SUBGRADE CHECK DAM HEIGHT TO BE 51. PROVIDE CHECK DAM AT TOE OF SUBGRA DE/D 0 ANS TREAM LIMIT OF PERMEABLE PAVEMENT SEC 77ON (S TA 1+30). SPACE CHECK DAMS 4' a C. FROM STA 1+34 TO 2+70 AND 7' a C. FROM STA 2+70 7O 3+26. J. INSTALL MUTUAL MATERIALS ECO-PRIORA PERMEABLE PAVER OR EQUIVALENT COORDINA TF FINAL PAVER SELEC77ON W17H OWNER. 4. CONTRACTOR TO VERIFY INS TALLA 77ON REQUIREMENTS WTH PAYER MANUFACTURER. 5. SUBGRADE TO BE PREPARED IN ACCORDANCE WITH GE07ECHNICAL RECOMMENDA TONS. 6. ADD 6" LAYER OF SAND BENEATH STANDARD PERMEABLE PAVER SEC77ON TO PROVIDE WATER QUALITY TREATMENT FOR POLLUTION GENERATING AREA. 10' 12" WA 2.67 IE: 157.466 SS I I 1 0Ef I ` . 4.79 3.35 IE:158.26 0 6 Ss CE.• 154.91C�__ `w : ��y'W+ 2" WA 1 ! II fit' 1 3.2 IE• 158.23 i 6 Ss 1.03 -- I �I CE.• 155- _______ ________ _ -� - - - -0En _____' ` I + I I 2" WA 3 1E.• ]58.29 CE 155.29 --�- --- - I ---- -----I------a• I _ _ 1.1 + E:157.52 2.48 1 6 SS . j + CE• 155.04 11 ! 1 I IE:1f58.32 3.16 J I. CE. 155.16 1 I �S5 N. 6" WA a i u' IE- EX 8 SS 318 I CE.• 155.72 � I _ _- __ - - r _-_ _ _ +_ ! + �� z i 1 } T- --_ - -_ -_ - --- UTILITY CROSSING DETAIL SCALE. 1 " = 5' 1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS 2 1 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS ►�Am i21 o► 3A� l 33 3 y DISTURBED PERVIOUS AREAS NOTE FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOI. EI T7-IER STOCKPILE AND REDISTRIU TF THE EXISTING DUFF LA YER AND NA 77 VE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00 EXISTING UTILITIES 1. CONTRACTOR TO VERIFY LOCA77ON OF EX U77LI77ES AT POINT OF CROSSING OR CONNE7701V PRIOR TO CONSMUC7701V AND N077FY ENGINEER IF CONFLICTS ARISE 2. CROSSINGS WERE DETERMINED USING 3' OF COVER DYER THE EXIS77NG WA TER AND GAS MAIN IN 126 TV AVE NE 3 ADJUST RIM OF EX U77LI77ES AS NEEDED TO MATCH FG. LID NOTE LID REQUIREMENT SATISFIED BY APPL YING BMP T5.13 TO ALL DISTURBED PERVIOUS AREAS AND BY ROU77NG ON97E IMPERVIOUS AREAS (ROOF, WALKWA M AND PA TIOS) TO LIM17ED INFIL TRA 77ON TRENCHES, CONSTRUCTED A T BUILDING PERMIT. ALSO, PERMEABLE PAVEMENT WILL BE U77LIZED FOR ONSITE ACCESS AND DRI VEWA YS. ROW NOTES 1. PATCHES TO ROADWAY SHALL BE PER COR STD PLAN 110 AND 11020. EXISTING UTILITY NOTE EXISTING U TILI TIES ARE SHOWN IN THE APPROXIMATE LOCA 770N. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCA T10N, SIZE AND MATERIAL IS ACCURATE* THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, IN 7FRFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA 7701V FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA 77ONS, SIZE AND MA TERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIA TE PROVISION FOR PROTECTION OF SAID FA CIL1 TIES THE CONTRACTOR SHALL NOTIFY ONE CALL AT 6-1-1 (WASHINGTON811.COM) AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. LMT 3/31 /21 suauEYm: GOLDSMITH 9/9/22 DESID M ALIREZ4 RAMEZANI, PE DRAWN*. ALLEN BREWER CHECKED: YANNICK METS, PE BY DATE APPR PPPRwm: SCALE, AS NOTED ONE INCH AT FULL mll OF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: K*0 1 HGfazx &. Nm 1983 1991 DATUM Il W o s 6" IE 153.47 (IN-W) - SITE BMill" f 1 + 7MS-1 ELEV=161.65 SA WCUT (TYP) O 10+84.66, 4.99' RT _ - I 6"1E 153.72 (IN-W) SIDE SE*ER CONNECTION 1 TO EXIS77NG MAIN PER CUR STD PLAN 406.1 (TYP) f 34 =6" ® 6.32X .- 1 WA 7ER SERVICE PER I _ I- COR STD PLAN 3201 D. SEE WA TER NO TESy THIS tD 1... - SHEET (TYP) r: I 14.05 13, 21.62' LT 1-FIRE HYDRANT ASSEMBL Y 21 L COR S DITD PLAN 31 D.1 R a W/ CONC BLOCKING II .. ` L 5SCO 5 !pF I 1+29.33, 6.49'LT Ills I I- RIM -1fiz80162.84 j GRAVEL 6" IE 156.55 (IN- W) I D 1VEWAY 6" IE 156.55 (OUT-E) �•R II �I y EX SSMH FUG, 0 10+25.49, 5.25 RT I o I RIM 165.39 L 8" CONC IE 158.40 (N) a \ 8" CONC IE 158.45 (S) -f T 2" WATER RECORD SIZE & LOCA 770N I SIDE SEWER NOTES B U EE L I N E 25 CENTRAL WAY, SUITE 466, KIRKLAND, WA 98o33 P' 425-216-4651 F' 425-216-4652 WWW-THEBLU ELINEGRbUP-CbM N SCALE: 1 " = 20' ❑ 10 20 40 1. A SEPARA TE SEWER PERMIT WILL BE REQUIRED 2. NEW SIDE SEWERS TO BE 6" PVC SDR-35 WI'TN MINIMUM SLOPE OF 2% UNLESS N07FD 07HERWSE. CONFORM TO COR STD PLANS 404 2, 405, 406.1. J. SS CLEANOUTS TO BE PER COR STD PLAN 403 1. 4. EXISTING SIDE SEWER ON LOT 1 SHALL BE REMOVED, CUT, AND CAPPED AT 7HE PROPERTY LINE. 0 WATER NOTES 1. A SEPARA TE WA TER PERMIT WILL BE REQUIRED FOR SERVICE INSTALLS AND DROP IN METERS 2. EXIS77NG SERVICE TO BE CUT AND CAPPED BY CITY FORCES AT LOCA77ON SHOWN PER CURRENT PUBLIC WORKS SPECIFICA 77ONS J. NEW 1 " WA TER SERVICE AND ME7ER IS TYPICAL SIZE FOR A NEW SINGLE FAMIL Y HOME REQUIRING FIRE SPRINKLERS SIZE MA Y VA Y, BASED ON UPC SIZING CRITERIA, AND SHALL BE CONFIRMED BY BUILDER PRIOR TO CONSTRUCTION. NEW WA TER SERVICES AND METERS TO BE INSTALLED BY CITY FORCES A T LOCA 77ON SHOWN PER COR STD DETAIL 320 1. STORM NOTES 1. STORM SERVICES TO BE 6" PVC AT 2% MIN SLOPE UNLESS OTHERWISE N07ED. 2 MINIMUM COVER OVER STORM DRAINAGE SHALL CONFORM TO COR STD PLAN 220.10. J. CLEANOUTS TO BE PER CDR STD PLAN 226. 4. YARD DRAINS TO BE PER DETAIL, SHEET DT-01. 919122 CITY OF RENTON Planning/Building/Public Works Dept. L�J T CV 6, LJ a O CV Q J L�J R-417108 S-417103 W-417103 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING PLANNING DIVISION Nathan Jandars 0510312021 APPROVED O5/03/2021 jding REGIONAL FIRE AUTHORITY �>wras WATER UTILITY O APPROVED agafour 0514312021 0_ cthomas 05/03/2021 9/ 12/22 DAM UTILITY PLAN J nun"": BOOK LLJ PACE: PAGE _ MITCHELL SH0RT PLAT DRAVANGNO: CIVIL CDNETRUCTICIN PERMIT uT-Q 1 3 3 4 2 70 0 4 B C SHEEr. $ OF. 10 r.� T T I N I r rr 3 a f~ 0 In IN CJ M C yO 41) 4 � cr O j a I q 3 O� 00LO Ip CN ry� lit CN Q ct SPECIAL NOTE, - IN THE EVERT TRANSMERSE PATCHES E x15T W THIN THE AFFECTED 51REE7, THE LENGTH OF THE PATCH SHALL BE EXT-ENDED TO INCLUDE ANY EXISTING PATCH WITMIN 10 FEET OF THE ME OF THE PATCH REQUIRED FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE 1MTIHIN 10 FEET OF THE EDGE OF THE WCONQ PATCH AND 5O 4M VP TO A TOTAL OF 300 FEET, AIiN I kAIN VARIES � ApN � MIN II i >I`11I 1 1 ll I1. 111 TRAFFIC FLD'W 2" HMA I f � 2- TO 8" HMA I. 6.5' MN- 2" DEPTW of PLANING OR SAµCUT AND REMOW IF GUTTER OR IF PAVEMENT ;ENTER LINE OR ANE LINE VARIES,: 5.S' MIN. T' T' 1• 1VACEPTH OF rxISTINf. PAVEMEJ �+- RIES �'�{ AiIN L11N I LIIAF WIN: T_ 2" SAW=T AND REMOVE OR PLANE, SEAL PATH 2' - 6" LNN, HMA (SEE NOTE 2) AR-4MOW (EACH SIDE) �6- CRu51HED SURFACING TOP CQuj?sE (CSTC) 2- HMA (9-0190)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95x mmrIF-D PROCTOR, SAWCUT AFTER BACKRLL (EAO-! sl-DE) CSTC, BANK RUN GRAVEL FOR TRENCH BAGKFILL [9-O3.lEl}, GRAVEL BORROW (9-03.14(1)) PER WSDOT 5TANDARO SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRFTING BV ENGINEER BASED ON GECTEGH REP017T. COM-PACMD To- 959 MODIFIED PROCTOR. V40TIl OF TRENCH AS REQUIRED BY SIZE OF PROPOSED PLU& IMPROVEMENT ALL [SEE WSDOT STANINORI SPECIFICATION 2-09 4] PLUS AN ALLOWANCE F8R ANY SHbRINC. �rLomNr�, IF PIPE 2aNf BEDDING, MATERIAL- SEE STANDARD NEEOED, ._MALL MEET THE REOUIREMENT5 OF WSCOT PLAN 11D1 STANDARD SPECIFICATION 7-08.3CI)B TRENCH wow FOR NOTES, SEE STANDARD PLAN 114.T TYPICAL. TRANSVERSE PATCH FOR `� PLAN - 110 PUBLIC WORKSFLEXIBLE PAVEMENT DR RIGID I'> I: F;II * I3EPAR[7dENC P"EMENT WITH OVERLAY +r EX. SEWER MAIN l PROPERTY LINE SP OOL x (LENGTH AS HEEDED) I I � � I • S-0" MIN 6- SEWER STUB I FUTURE 4 SIDE SEWER I I I I 2"x 4" STUD MARKING POST PAINTED Ir VIEW" 5' CAP WHITE WITH THE WORD "SEWER" STENCILED MAIN TEE X 16" TEE i ANO #6 VARE i l I I w SIDEWALK ( r WRAPPED AROUND THE STUD AMC I 1 I 4WPLINC (T`rP i.-J_4��______ I i 3 J C EXTENDED TO THE TOP OF THE STUD Y 7:J # I 1 TiRS 6"X6"X6" SURFACE CLFANOUT WITH CAST IRON RING AND COVER CEAST JORDAN IRON WORKS PRODUCT NO 003675N OR F APPROVED EQUAL, SPECIFY "SEWER" ON LID), CLEANOUT TO BE CENTERED IN A 2'K2' CONCRETE PAD I CONCRETE PAD TO BE A' IN DEPTH I r-------- __-____-_____-___-_...__-_-_,.1 -____-_-- v REND A � i NIRED -EXiSTINC SANITARY / SEWER MAIM ry.,c uIN SLOPE 16" SEWER STUD L151961k6" WYE LFU-WRE E"a IL" REiWCER SEVER MAIN S'12E A s" TEE ACCEPTABLE PROCEDURES FOR 5113E SEWER CONNECTIONS TO EXISTING SEWER AMAMI A VITRIFIED CLAY MAIN - CUT IN A NEW PVG 'TEE" U9NG "5TRONR"BACK" FLEXIBLE COUPON55 (FER'NC-0 OR APPROVED ECUAL}. B CONCRETE MAIN - CUT IN A NEW PVC "TEE' USING "STRON C-BACK" FILE XIBLE COVPLJNGS (FTANCD OR APPRO VFD EQUAL) C PVC & MOO PVC MAIN - CUT IN " TEE U!NC RIGID COUPUNCS OR CORE -MILLED W}TH A ROMAC SADDLE (OR APPROVED EQUAL) 0. DUCTILE IRON MAIN - CORE -DRILLED WT'H A RQMAC $A00U (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN! LINED i:CIPP, ETC ), CUT iN A NEW PVC "TEE" usrNG 'STRONG -BACK' rLE IRLE C"UillgG5 (FERNCO 4R APPROVED ECUAL). F HOPE - CORE-DRILLE0 WITH A ROMAC SADDLE 'N5fRTA-TEE- MAY 6E USED ON SEWER MAINS 12' DIAMETER OR LARGER C MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR T1iE STRUCTURE SHALL BE C0RE-DRILLED AND USE HOR-N-SEAL SOOTS OR APPROVED EOUAL NOTES. 1 PRIOR TO INSTALLATION Or A SANITARY SEWER $TUB, A 5I0!t SEWER STUD PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN 04 PkAN, 51QO $EWER $"A-L•L HAVE A 101 NIMUM 2 5' COVER AT PRCPURTY LINE OR B-$' LOWER THAN THE LOH£ST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLT]PE UNLESS APPROVED BY THE PUBLIC %SRKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER 15 414 THE SIDE SEWER STUD PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME 00 NOT 6AClifl" T+,E TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 AUA, TRENCH RESTORATION FUR SIDE SEWERS IN THE PU9LIC 3IGH7-OF-WAY SHALL CONFORM TO 5TANOARD PLATY 110 OR 1102 B THE. SIDC SEWL'.R STUB SHALL HAVE PIPE BEDDING IN ACCOROANCZ WITH STANDARD PLAN 405 7 ALL SUE 5EWFR STUBS SHALL BE INSTALLED ETY A CONTRACTOR LICENSED AND 13ONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB STo. PLAN - 406•1 AMRDV�R'w>-1sy >< PUBLIC WORKS INSTALLATION DEPARTMENT Martin Pastuchg/2612 (SEWER MAIN TO PROPERTY LINE) HHH49] - DAI LIFT POCKET 3/4" LETTERING "SEWER" aRECESSED R (2) BOLT SOC. �ALLEN HEAD)5/a" - 11 X 1 5 STAINLESS STEEL REF PART 000351177 1-3/16" SEE 1 10-Tf2" 5/ I2-1/4" �- 14- OAST IRON RING AND COVER 45'(1/8) BEND Nat to ScQie FRAME �R )ABL 11 PIPE'MATERIAL AS SPECIFIED BY THE ENGINEER NOTES, 1 13" AND 5" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL 9E EAST JORDAN IRON WORKS, INC No 3698 (PRODUCT NO 003615103) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER 11GHT ASSEMBLY 2 IN UNIMPROVED AREAS, POUR A 8' THICK, S-0' SOUARE CONCRETE, CLASS 3000, PAD AROUND THE RINC ANO CEVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 108 L:�2 PUBLIC WORKS 8 'OR 6" CLEANOUT DEPARTAA€NT FOR SANITARY SEWER MAIN Marti�/� SEE NOTE 4, LIMIT OF PIPE LONE PIPE ZONE BED DI NG AND SACKFILL, SEEN GTE 5 - 0" O.D. FOUNDAI ION LEVEL 4 FOUNDATION MATERIAL, IF REQUIRED, SEE NOTE S FLEXIBLE PIPE GRAVEL BACKFILL FOR PIPE ZONE BEDDING(WSOOT91D3.12011 OR MAINTENANCE ROCK (4YSDOT 9-03.9(4)) FLEXIBLE PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARRELS. 2. HAND TAMP UNDER HAUNCHES. 3. DIRECTLY OVER PIPE, HAND TAMP ONLY. 4, SEE STANDARD WSDOTfAPV'1A SPECIFICATIONS SECTION 2-09.4 FOR TRENCH W IDTH. 5. PIPE ZONE BEDDING AND SACKFiLL MATERIAL SHALL BE PLACED IN B" LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY. 6. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM B01L AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD VV'SDOT.'APWA SPECIFICATIONS SECTION 9-03.17. PIPE TYPE MINIMUM COVER (FT) PUBLIC? PRIVATE? ALLOWED IN ZONE 1 OF THE APAT LINE CORRUGATED POLYETHYLENE PIPE(LOP E) 2.0 YES YES YES CORRUGATED POLYETHYLENE PIPE (CPE) • TRIPLE WALL 2.0 YES YES YES POLYVINYL GHLURIU E PIPE(PVCI 9.0 YES YES YES SOLID WALL HIGH DENSI TY POLYETHYLENE PIPE (11 DPE) 2-1)YES VES YES POLYPROPYLENE PIPE (PP) - DUAL WALL 2.0 YES VES YES MINIMUM DISTANCE DIAMETER BETWEEN BARRELS 12' TO 24" 12" 30" TO 96" DIRLIETER 1 3 107 TO 180" R6- UNLSSS Ol"H ERWISENOTED, CRAL'JI4G IS NOTJSXCALE�STD. PLAN - 220.PUBLIC WORKS PIPE ZONE BEDDING ANDDEPARTMENT COMPACTION - FLEXIBLE PIPE artin Pastucha 38" S„ MIN. WIDTH J 62" T-1 I --i l - _ 24" SEWER MANHOLE MARKER PGST SEWER MANHOLE MARKER NOTES - WHITE POST SEINER MANHOLE MARKER POST SHALL BE EQUAL TO GARSONITE UTILITY MARKER SEWER MANHOLE MARKER POST TO BE USED FOR SANITARY SEWER MANHOLES IN UNIMPROVED AREAS. SEWIR MANHOLE MARKER POST SHALL IDENTIFY THE MANHOLE AS "SANITARY SEWER" rt PUBLIC WORKS DEPARTMENT STD. PLAN - 4104.2 SEWER MANHOLE MARKER POST Martin pas ct� h�� SEE STANDARD PLANS 110, 110.1, 11 D.Z AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS 9 PECIFIED IN CONTRACT DOCUMENTS 12" MIN. E)<1STING PAVEMENT SURFACE NEAT LINE TRENCH - 6- MIN . SEE NOTE 4 L -CRUSHED SURFACING TOP COURSE' PER 1 WSDOT STD. SPEC 9-.3.9(3). COMPACTED TO 95%OF MAXIMUM DENSrrY 'CRUSHED SURFACING TOP COURSE' PER - W800T STD. 8PEC 9-C3.%9), -$ANK RUN GRAVEL FOR TRENCH BACKFILL- PER WSDOT STD. SPEC 9-03.19. OR "GRAVEL BORROW" PER VISDOT STD SPEC S-0S IUl I COMPACTED TO 95% OF MAXIMUM DENSITY BENCH AS NEED✓=17 FOR '•� SHORING SYSTEM WHEN DEPTH IS W OR GREATER , PIPE PIPE ZONE HEDGING AND BACKFILL PER STD. PLANS 2 -DO AND M.1tl r~ SEE NOTE 1 UMPAVEO AREAS PAYE. AREAS ROTES: I. SEE WSDO71APWA STANDARD SPECIFICATIONS SECTION 2-08.4 FOR MPJISUREmENT OF TRENCH WIDTH Z rXCAVATh PM Mr/ t SMALL 4' ❑1 L 49AT THE *Ar ✓9TANQALIO OE SCRIBED IN C"AP-[ER 295155 PART N OF THE SIIAC. 3. MAXIMUM BA.CKF ILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED_ AS DETERMINED BY PIPE MANUFACTURER 4. IN PAVED AREAS, IF P{PE HAS LESS THAN 3' OF COVER, USE'C RUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. S. SEE CONSTRUCTION PLANS FOR SPECIFIC PRWEC T REQOIREMF N TS, U NLf5 OTHERWISE NOT[D, DRAVAND IS -NOT TO SCALE STD. PLAN - 220.20 PUBLIC WORKS TYPICAL TRENCH AND BACKFILL 9/28/2018 DEPARTMENT GAZ F"6ic,Vea.Ab�m.� DA 1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS LMT 3/31/21 suRVEYm: GO LD5 M ITN 2 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS 9/9/22 DESIGNED: ALIREZA RAMEZANI, PE DRAWN: ALLEN BREWER CHECKED: YANNICK METS, PE NO. REVISION BY DATE APPR APPRO10: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY HORIZONNTAL: NAD 19 3/1991 DATUM W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) ---\ FOUNDATION LEVEL -� LIMITS OF PIPE ZONE of PIPE BEDDING FOR SANITARY SEWER PIPE I+fDTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3- COMPACT 9EDDINO MATERIAL TO 95X MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY, 4- PIPE INSTALLATION SHALL BE PER SECTION 7-05 OF THE STANDARD SPECIFICATIONS :5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12C3) OF THE STANDARD SPECIFICATIONS 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED 7 TRENCH WOTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 �] PUBLIC WORKS PIPE BEDDING "PP 7� DEPARTMENT FOR SANITARY SEWERS Martin Pastucft&26l F D9HH�49D 9/9/22 % 1J C TY OF RENTON Planning/Building/Public Works Dept. YARD DRAIN ORA iE 6" DIAMETER OUTLET PIPE (SMALL CATCH BASIN 4R YARD DRAIN) YARD DRAIN NOT TO SCALE 25 CENTRAL WAY, SUITE 400, KIRKLAND, WA 98033 P' 425.216.4051 F' 425.216.11052 WWW.THEBLU ELINEGROUP.COM R-417109 S-417104 W-417104 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ENathan ENT ENGINEERING PLANNING DIVISION nders 05/03/2021 APPROVED oing 05/0312021 jding STANDARD DETAILS MITCHELL SHORT PLAT CIVIL CONSTRUCTION PERMIT 3342700480 L�J T N LJ O O O O I N J L�J N IL °ATE: 9/12/22 J J FIEWBOOK: BOOK W PAGE: PAGE _ DRAANG NO: C) DT-D r SHEET: OF, oF:1O r r I O Lu ^r, V4" FLAT FACE GOTHIC 9- DLA o a � STORY � 4` CAOp o-1rlr'DIA 1Q•112' DIA (2)3l6'-18 SS SOCKET HEAP CAP IV DIA (I ) OPEN PICKHOLE 1' SCREW (ALLENHEAD) WfWSHRS ON A W DIA BOLT CIRCLE IPLAH VIEW FRAME SECTION 8.13F18' DIA �••� vmpyi5T CAST IRON FRAME AND PAVED AREA PYP. ) COVER, SEE NOTE 3 1y fl 2• F71ABOV DESIGN P RISER i ABOVE DESIGN POHDING ELEVATION OR PER PLAY FERN99 GASKETEQ QUIK CAP OR SIMILAR •- DfsIGNPDNnING a• anBS •'B' ELEVATION 4" STREAMBED COSBL PER WSp❑T 9-03-11f23 S' ASPHALT. SEE NOTE ,r _ .. 4" COMPACTED SAND OR GRAVEL BACKFI ILL FOR DRAINS PEA WSDOT II-M.1114)- I. I r'1 FA IT RICrR SFr NGTF) .`..L1 CLEAAIOUT RISER I:- SAL TW9 45' BEND SEE NOTE � WYE SOIL TIGHT COUPLER UNDERWINFOOTING Ct(WORDRANCOLLE_I.. ROOF DRAIN COLLECTOR PIPE, SEE NOTE 1 CLEANOUT RISER LOCATED YYITHI N BIORETENTION PONDING AREA TO OVERFLOW r"r , - `:r-•L.. STRUCTURE OR STORM MAIN .y, LWECHANICAL PLUG OR r CONTINUED CON NECTION TYPICAL CLEANOUT CONFIGURATION NOTES, 1. DIAMETER TO BE &INCHES MINIMUM PRIVATE. 04NCHM M841MUM PUBUC- UNDERDRAIN PIPE PIER 511D. PLAN 7W-10- 2, CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3816x1PT AND, PT 387SAOR APPROVED EQUAL. COVER TO BE LOCYdNG WFTH ALLEN HEAD BOLT, MARKED -STD RM- OR •DRAIN" 4. FOR C r6 Y OR PAR7IAL Y WITHIN UNPAVE AREAS OUTSIDE F EiOR NTI N PO NOING AREA POUR 8" THICK. 2.2" SQUARE CONCRETE COLLAR Ln PRA FULL L D ❑ 8 OE ❑ E7E 0 A Rr111NR rRA}4F C.r)NI•:RFTF Y'1111 AS. SHAI I HAVE A MINIMI IM [`r7W7RFC41VF S71iPFHlTH t1r A IY+fI PAP GENE RAL HOTES: FUR T I R P 1, CLEAHDLITS 9 VNDERDWIIN, FOOTING DRAIN C44LE4T4R, AND 44F BRAN COLLECTOR IF ES SF44LL ESE HNSTALLEp AT MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES- 1 ALL FITTINGS SHALL OF SOL TIGHT. 3. CLEANOUT RIB ER SHALL RE LOCATED, OUTSIDE OF SICKTENT16N PONnINO WHERE POSSIBLE. 4, CLEANOLRS SHALL HOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY, UNLE55 OTHERWISE NOTE), )IAWING IS NU"O SCgiE STD. PLAN - 226.00 • PUBLIC WORKS DEPARTMENT STORM SYSTEM CLEANOUT artjn Pastuclla 8113 0 DA FIRE HYDRANT SHALL 9E COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYRE SUCH AS CLOY! MEDALLION: M & H 929, MUELL.ER SUPER CENTURION 200, AND WATFROUS PACER WITH 6" MECHANICAL JOINT INLET WITH L,UOS. 5-1/4' MAIN VALVE 0PENiN5. TWC HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEAT TLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/T STAINLESS STEEL CABLE 1-1 /4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT, KELLY- MOOR E/PRESERVATIYE PAINT No- 5780-563 DTM ACRYLIC CLASS. SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TD FACE ROADWAY OR AS DIRECTED BY RErMN FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO. BE USED IF REQUIRED- MIN, 10" TO 20' DENINO BACK Of CURD OR 12" BEHIND BACK OF 3' 51DEWALK THAT 15 ADJACENT TO CURB 4.875" x 5- STORZ 5'%5'xE" THICK CONCRETE PAD AROUND HYDRANT FINISH TO MATCH SIDEWALK 7C EXPANSION JOINT AT • BACK OF SI➢EWALIC 2"-j CONCRETE SIDEWALK OR PLANTING STRIP r_ 06' MIN COVER r-- TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY C STANDARD Er TOP SECTION WITH REGULAR B SECTION LENGTH TO FIT. VALVE NUT EXTENSIO AS REQUIRED_ RAISED PAVEMENT MARKER TYPE N STIMSONITE TWO-WAY BLUE REFtEC JIF ONCRETE BLOCKING `•ICRETE J -HRUST BLOCK MAIN LINE TEE, WITH 6- FLANGE SIDE OUTLET, S" GATE VALVE (FL X MJ) AWWA C-509. RESILIENT SEAT 6° TJLICTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4' C➢R-TEN STEEL TIE RODS. 16' ■ 3' x 4° MININUM T/2 YARD OF 1-1/4' WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE B MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN 3' RADIUS Ah ONE MAN R-OCK 9 1 18. T 1 i 6" CONCRETE PAD Ilj`fj /6" CONCRETE PAD CUT FILL. HYDRANT LOCATION IN CUT OR FILL PL]HLTC ArORii FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 i� D UARTME, N T MARCH 2010 9AW LAYER SEE NOTE 5 PERVIOUS GONGRETEIPOROUS ASPHALT MINIMUM MATERIAL THICKNESS JIM)- r IIAEC, TE B I r MIN ABOVE SEASONAL HIGH GROUNDWATER OR HYIIRAULICALLY RESTRICTIVE LAYER RESIDENTIAL STREETS AND PEDESTRIAN ALLEYS PERVIOUS POROUS PERVIOUS POROUS LAYER MAFEPJALTYPE' CONCRETE ASPHALT CONCRETE ASPHALT IIH) (IN) (NI (IN) OPERMEABLE PAVEMENT, SEE NOTE 1 0 6 S 4 { B. CHOKER COURSE, SEE NOTE 2 0 2 0 2 6= AGGREOA'TE BASE SfE NOTE a A 6 S 4 NOTES: + PERMEABLE PAV'EUIEMT rHICKNF ME -S LISTF_L1 POP PrIROIiS ASPHALT RECLIUDF. ASAIRIIJG CL'9URSK AIJO AAP11ALT TREATELI PE RN E ABLE BASE (ATPB1 WHEN UTILIZED. PERMEABLE ASPHALT TREATED BASE (PATH) SHAD. CONFORM 70 THE REQUIREMENTS OF APWA OSP 4SW. CHOKER COURSE REQUIRED WHEN ATP8 IS USED 2. CRUSHED SURFAC 103 CHOKER CCU RSE (C56G)I SHALL CONFORM TO THE RECUIREM ENTS OF APWA GSP 4.04.a(sA03-8(2}I.CPi2. 3- AGGREGATE BASE SHALL CONFORM TO THE REQU IROAFMTS OF APWA SSP 4-m-A$.G3-9I;!II.OPT1. RUNOFF STORAGE REQUIREMENTS MAY REQUIRE A THICKER AGGREGATE BASE HYDRAULIC MODELING RESULTS SHOWING THE REQUIRED AGGREGATE BASE THICKNESS FOR STORMWATER CONTROL MUST BE SUBMI rTEL. 4. PREPARE AND PROTECT SUBGRAOE PER APWA GSP 2.05.3(3) SUBGR,ADE FOR PERMEABLE PAVEMENTS. COMPACT TO A OEM OF 8' TO 9Q5F02% OF MA CIMUM DENSITY PER WSOOT 24M.3[14)D. OVERGCWPACTED SUBGRAOE SHALL BE SCARIFIED TO W MIN. AND RECOMPACTEO. 5- PERMEABLE PAVEMENT SLEIJECT TO VEHICULAR USE IPOLLUTION-GENNERATING) SHALL BE DESIGNED WHERE THE SOIL BENEATH THE BMP MEETS A MINIMUM ORGANIC MATTER CONTWTOF I.WL AND A MINJMUN CATION EXCHANGE CAPACITY OF 5 MELLIECU1VALENTS PER IQQ GRAMS WHERE THE NATIVE. SOIL DOES NOT MEET THESE PROP ERTIC3, A &INCH SANE] LAYER IS REDUIRED BENEATH THE AGGREGATE SASE LAYER OF THE PERMEABLE PAVEMENT 6. PAVEMENT BASE SHALL BE INSTALLED PER APW A GSP 4•04 315E SHAPNG AND COMPACTION GENERAL NOTES: 1. REFER TO YJSDOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS ICIVN) DIVISIONS 2-9 APWA GS%, AND WSDOT STANDARD SPECIFICATIONS. Z POROUS LIMA SI TALL C,OHronPA TC RGOu MR rp4TS Or ArwA GG' SH14. 3. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS. $TO PLAINS Z85-W. 265.10. AND 265.20- AND OTHER UTILITY PROVIDER REQUIREMENTS. COORDINATE WR}I CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR CONFLICTS. 4- PERMEASLE PAVFMEN7 SHALL RE DESIGNED OR REVIEWED BY A LICENSED ENGINEERING GEOLOGIST OR GEO TECHNICAL ENGINEER. FOR ALL APPLICATIONS. PAVEMENT DESIGNS MUST BE PREPARED BY AN ENGINEER LI CENSEO IN WASH IwTCN STATE 5- ACCEPTANCE TESTING FOR SIDEWALKS, PATHS AND VEHICULAR PAVEMENT LESS THAN 2.000 SF SHALL BE AS FOLLOWS- PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER R IMMEDIAT Y AFTER "FACE MILS BEEN D C HOUR 4 A MIEITE CONTINUOUSLY FOR AT LEAST 10 MINUTES APPROVAL WITH 5 GALLON BUCKET TEST, WATER TRUCK, OR ASTM C1701 USFNG A f24WH RING SEALED AT THE PAVIOMEMT SURFACE F INFILTRATION 1 6. ACCEPTANCE TESTING FOR ROADWAYS AND PARKING AREAS OF 2-ODD S OR GREATER SHALL HAVE A MIN NF LTRATKRN RATE OF 00 1WHRPER A2TMC 701 ANDAPWAGSPEA43ANDS-M_ 8. 1 3I 1 7_ ROADWAYS, DRIVEWAYS, PAD PARKING LOTS SUBJECT TO VEHICLE LOADING SHALL MEET STRUCTURAL REQUIREMENTS OF CITY OF RENTON TRANSPORTATION 'DEPARTMENT STANDARDS FOR EQU IVALENT NON -PERMEABLE PAVEMENT TYPES S. FOR PERMEABLE PAVEMENT NSTALLArONS ON SLOPES GREATER THAN 55- CHECK DAMS AREA REQUIRED PER STD. PLAN 261-20. H. SEE CONSTRUCTION PLANS FOR 5PECIFIC PROJECT FEEQUIREMENT5. UNLESSNFRWISE NOTE), DRAWING I$ NUTTO SCALE PERMEABLE PAVEMENT MATERIAL STD. PLAN -61.10 a PUBLIC WORKS SECTIONS - PERVIOUS CONCRETE AND 11 DEPARTMENT Martin PaStUChB POROUS ASPHALT r MARKER MARKER 11 7 � T I TWO LANE ROAD OFFSET MARKER TO INDICATE WWCH SIDE OF STREET HYDRANT IS ON (4- FROM DOTS OR PAINTED LINE) MARKER I FOUR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT 1S ON (4" FROM DOTS 0R PAINTED LANE DIVIDER) HYDR4TNT MARKERS a®® k- 4' RAISED PAVMENT MARKER TYPE 86 AB STIMSONITE TWO-WAY (BLUE) MARKER t ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER IS TO BE INSTALLED ON THAT MAIN STREET MARKER R - 4 11 - FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT 15 ON (4" FROM DOTS OR PAINTED LANE DIVIDER) PUBLTC WORK STD. PLAN - 310.3 + + DEPARTA'MEN'I• HYDRANT MARKER LAYOUT MARCH 2010 ■ '�I-! Fro ► _ i ��i�r�•YI��►`�*'� L �' '�T�`rIi'uwTTI ■ L1� >. V� �...' -. •r R _r"..:r1..:r•...:r• r;. : r. �.�..�_� "U�J��1.�*IE��11�'' �' w T _ _ _ � •i�B . � i Y� CONTROLLEV DENSITY FILL - - - - • - SVI35URFAC IF CHECK PANT PFR WSDOT SECTION 2A4.3(1)E i DE81WR TO SPECIFY CHECK DAM HEIGHT 3-A•11N LOFT 1 (TYP. )- CHECKDAM REQUIRED 17 MIN. FQR SLr PE.9TEE PER THAN SW. yjl DESISNER TO SPECIFY SuBGRACE PER 19LOTTEO UN❑ERDRAIN. STD. PLAN 261.1$ 6"MIN. BEDDING SEE NOTES 2 AND 3 CONTROLLED DENSITY FILL BUBSURFACE CNECK DAM CONTROL JOINT mp-j IAERVIOUS 00"CRETE ONLY) DESIGNER TO SPECIFY DESIGN WATER SURFACE SPACING ELEVATION CONTROLLED BY OUTLET 901E MAK. store I- MIN. C HEC K DAM ':'T-'T-"• CLEARANCE SEE PER MEARLE 1 PAVEMENT SECTION _ STD- PLAN 201.19 d 8UBGRADE PER STD PLAN 26 1.10 M1 DESIGNER TO SPECIFY T COMMERCIAL CONCRETE 4- MIN. SUBSURFACE CHECK 1 SUBSURFACE CHLOK D-W PE9 DAM HEIGHT 3. MIN. KF,Y WSDCT SECTION 642. kZ)B CTYP.1. SLOTTED UNDEFiDRAiIN, CHECKDAM REQUIRED FOR SEE NOTES 2 AND 3 SLOPE STEEPER THAN 6% r MN' BEDDING CONCRETE BAND SUBSURFACE CHECK DAM C LEANOUT PER STD PI,AN NSM WATER LEVEL CONTROLLED BY OUTLET ELEVATION, OUTLET ELEVATION DESIGNER TO SPECIFY SEE PERMEABLE TYPE 1L CATCH BASIN PAVEMENT SECTION - PER STD . PLAN 200-10 OR STD. PLAN 201 16 �', IT MIN x- MIN, 3'MAK• a EITHER STRUCTURE WI i APPROVAL 111N1h11hll1111!l1m11!l11II1 illill11111illlllllllllllllllll1111� 4• j REMOVABLE PLUG FOR MAINTENANCE UNDERDRAIN AGGREGAT E, I ' • A - SEE NOTE t - ;{t SANR•ARY TEE CLEAR WITH OPTIONAL SLOTTED UNDERDRAIN PIPE. RISEid WPE SEE NOTES 2 AND 3 SLOW R SUBGRALDE PER STD PLAN 261 10 12' MIN SUMP UNDERDRAIN AND OVERFLOW NOTESI CONTROL STRUCTURE WITH RISER 4 1, UNDERDRAIN AGGREGATE SHALL MEET GRAVEL BACKFILL FOR DRAINS PER WSOOT STO. SPECIFICATION SECTION B-03-1214) 2 LI DERDRAIN TO BE V MIN. PRIVATE B" MIN PUBLIC SLOTTED PVC. SOR 35 PER A57M 03034. SLOTS SHOULD BE CUT PERPENDICULAR TO THE LONG AXIS OF THE PI i I. I I ANO BE 0.04 TO 0.088INCHES BY 1 INCH LONG AND BE SPACED 0.25INCHES MART (SPACED LONGITUDINALLY - SLOTS SHOULD BE ARRANGED IN FOUR ROWS SPACED 4&DEGREE CENTERS AND, COMER ll2 OF THE OIRCUMFEREHCE OF THE PIPE SLOPE PIPE AT 0.6h MIN UNLESS OTHERWISE SPECIFIED. PR❑VrOE ONE CLEANOUT A'IkN. PER 100 FEET OF 1JNDERDRAIN, AND AT EACH END. SEE STD. PLAN 228-00- 9 PIPE WIL L HAVE A MINIMUM COVER DEPTH OF I 0040 BEDONG DEPTH OF V GENERAL NOTES- 1 LOCATE UNDERDRAIN BELOW STRUCTURAL PAVEMENT SASE DEATH. 2 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREA4ENTS. UNLESS 01HERMSE NOTED, DRAWING IS N97Y TO SCALE $TO. PLAN - 261.20 a PUBLIC WORKS PERMEABLE PAVEMENT - SUBSUREACE DEPARTMENT CHECK DAMS AND UNDERDRAIN Martin Pastucha 11/ 80E1 N1FD5BB.Li9p DA 13"K24" PLASTIC METER BOX EQUAL TO. MID -STATES PLASTIC, INC- ECF SERIES MSRCF 1)24-18 WITH 1-75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCMREAD PIT LID (SEE DETAIL A -A) S' MIN 12'- MA; FINISH GRADE pG 3v MIR COVER Ow PRIVATE PIPING HPIMC IIN UNIMPROVED R;OfiT OF J I WAY INSTALL METER SOX AT PROPERTY LINE WITH 12" � w LONG COPPER TAILPIECE w a l SIDEWALK w I 'y TWCHREAD WATER METER TO HE ,�lJ 12" z SUPPLIED SY THE rdTY TYPE 'K- SCFr �l COPPER TUBING "I NEW DUCNTILE' IRO WATERMAiN IF SERVICE LINE rQ HOUSE 15 TO BE INSTALLED IN THE FUTURE INSTALL FORT} G14-33 OR 44 FIPT x COMPRESSION COUPLING LOOP DOM TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER WPPFRSEI'TPR FOR FORD SERVICE LIKE TO METER, VSH72--15V1-44-33G, OR McUONALD BRASS: 21-215W00033, OR MUELUM: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHEOS VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSE`T7ER FOR 1- METER: FORD VBH72-15W-44-44G. OR TAPERED THREAD (CC). OUICC JOINT Mc➢ONAL➢ BRASS! 2)-415WC0044. OR MUELLER- 1-B-247a-2 (3/4" 1791000-3•-0) OR AY MCDONAW 4701E 130TH INLET AND QUTLrT WITH QUICK JOINT. PADLOCK WINGS ON (1' FEIlODd-4-Q) OR AT MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SRALL BE WITH QUICK JOINT. N OTE: ALL METER BOXES INSTALLED WITHIN CONCRETE DR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY_ EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF DIETER BOX. A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCIIREAD DENSE L _ 2-1/2" MIN, FROM NEAREST F - AND FRONT EDGE OF PIT [it) �_+ TYPICAL I RHG 3/4" DR 1 ' GALVANIZED PLUG NOTE: THE CENTER OF THE HOLE MUST 13E AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN[ AGAINST THE OPEN 'SIDE OF MORE THAN ONE RIB. Pti BLTC WORK 3q" AND i" WATER SERVICE SM.. PLAN - 320.1 DEPARTIINI* W BE SUPPLIED BY CITY FORCES NOVEMBE-IR 2009 1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS LMT 3/31/211 SURVEYED: GOLDSMITH 2 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS 9/9/22 DESIONm: AUREZ4 RAMEZANI, PE DRAWN: ALLEN BREWER CHECKED: YANNICK METS, PE NO. REVISION BY DATE APPR Awwwm: SCALE, AS NOTED ONE INCH AT FELL SCALE F NOT ONE INC" SCALE ACCORDINGLY VERTICAL KW 1 HONZONTAL: NAP low 1901 DATUM PLANTING BEDWNDISTURBED UNDISTURBED TURF ILAWN) AREAS. VEGETATION• SEE NOTE 1 SEE NOT'£ 1 III UNDISTURBED :, GRASS_ SEED OR SOD NATIVE VEGETATION .••:.L.,.'.'t. . UNDISTURBED NATIVE SOIL UNDSTURBED NATIVE $OIL QPTIWi 7 - NO ptsLTVR;BA7110E Iy PLANTING BEDS +I {yTURF(LAWN)AREASr+� 3'-4• ARBORQTW000 CHIP MULCn-�Cli f i r'� kF/ ' SEE STD FLAN xB2.6Q n, � ORASSSEED OR SLID 3" OF COMPOST NCORPORATED INTO S" OF SITE SOIL. (TOTAL AMENDED DEPTH OF9.5•, FOR A Sr I [ Ltp ULH I H U. 6.1 a- 1.76.OF COMPOST INGORPORATED INTO 6.25" OF SITE BOIL {TOTAL AMENDED DEPTH OF S-S', FORA SErrLM DEPTH OF 1r] SUBSOIL SCARIFIED 4' BELOWT -y1- r COMPOST AMENIDED LAYER w COMPOST AMENDED LAYER �'" . (72' BELOW SOIL SURFACE] " s;j/ �' r (12-BELOW SOIL SURFACE I OPTIONS 2, 3, AND 4-AMENID IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TURF (LAWN) AREAS I I I +I+I a-i"ARBalvsr �f � ��r/ ; ��iRIIjl4I�IMI,�4lM�G��1+�14'I!��I'4.1 Y WOOD CHIP iJ'•f /f�� .II, �, I,,, ii 1 I, ', GRASS: SEED OR SOD rY I:i, ,, 1•I MULCH, SEE STD- PLAN 262.SQ 7 NOT161k 1. AREAS OF NO DISTURBANCE TO, BE FENCED AND EXISTING VEGETATION AND ML TO BE PROTECTED FROM CONSTRUCTION IMPACT 6" IMPORTED - 6• IMPORTED TOPSOIL MIX - TOPSOIL MIX GENERAL NOTE:lk (COMPACTED _ ICOMPACTED DEPTH) -I Ir DEP7H1 I- TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITH CAUSING EROSION I_ I Z rET' • • - SUBSOIL IS x- cGMPDsr TO MEET srD. FLAN 262.60 SUB SOIL la • 4 ��' r' SCARiP1ED 8- W IM T 3- COMPACTION OF TOPSOIL INHERE REQUIR PdR EO 5CJ4iIFIEDG S' BELOW IMPORTED --�" _ I ' � _ _ \' TOPSOIL MIX TO BE TO 85%OF STANDARD PROCTOR. TOPS � _ •.�•;, 4 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT RECUIREMENT8. 5 -IMPORTED TOPSOIL OPTION UNLESS OTHERW$El NOrE D. DRAVANG IS IIOT TO SCALE STD. PLAN - 264.00 a PUBLIC WORKS SOIL AMENDMENT SECTIONS GAZ 9/28/2018 DEPARTMENT 1 " MIN CHECK DAM CLEARANCE DESIGN WATER SURFACE ELEVA 77ON CONTROLLED BY NOUMET WSDOT SECT70N 6-02.3(2)B (T?P) CHECKDAM REQUIRED FOR SLOPE STEEPER THAN 5% SEE PERMEABLE 1 PA WENT SEC77ON S7D PLAN - 261.10 -. 4' MIN f 7.75' SUBGRADE PER SM PLAN 261.10 3" MIN KEY 6" 0 r CV O BLUELINE ^r' 25 CENTRAL WAY, SUITE 400, ` V KIRKLAND, WA 98033 P- 425-216-4051 F- 425-216-4052 WNW-THEBLU ELINEGR0UP-COM 1' MIN COVER �„ J 1 _ SLOTTED UNDERDRAIN 1, SEE 57D PLAN - 261.20 6" MIN BEDDING MODIFIED CONCRETE BAND SUBSURFACE CHECK DAM 9/9/22 CITY OF �1 15 RENTON Planning/Building/Public Works Dept. NOT TO SCALE R-417110 S-417105 O O O I CV J O CV n W-417105 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING _ PLANNIIV+S DIVISION �: y APPROVED IL Nathan Jandars 051Q312021 05/03/2021 jdirg O U) 9/ 12�22 J STANDARD DETAILS J "EMBQQK: BOOK Lu PAGE! PAGE _ MITCHELL SHORT PLAT DRAVANGNO: CIVIL CONSTRUCTION PERMIT oT--1:72 � 3342 700480 SHEIETy 0 Of. �