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HomeMy WebLinkAboutR-391912J a_ z O I- z W rr N W w A PORTION OF THE NE 1/4, NW 1/4, SECTION 14, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON � OA 16', PER STD. DETAIL #104.3 07 0 15LF., 15" LCPE@S=39.67% ROSARIO PLACE NE STA 7+54 43 s EX. MONUMENT AT INT'X OB 12', PER STD. DETAIL #104.3 0 INSTALL TYPE III BARRICADE SEE SHEET 21 STA. 6+21.54 Icy 9 sus I , OC 20', PER STD. DETAIL #104.3 0 24LF., 12" LCPECa?S=6.54% END TAPER OF NEW CURB, STA. 6+21.54 16 RT. GUTTER, AND 5 SIDEWALK I EX. FLOW LINE=517.05 OD 25LF., 12" LCPE@S=5.08% (PRIVATE) ASTA. 6+21.54 16' LT. ® 50LF., 15" LCPE©S=1.54% EX. FLOW LINE=517.12 s''�8 I° 1 �. CB 2, TYPE 1 07 0 OE 24LF., 12" LCPE®S=2.25% /7 O CB# 19, TYPE 1 - GRATE=517.64 GRATE=514.61 z IE=514.66, 12" A7 OF 46LF., 12" LCPE©S=0.85% IE=510.02, 12 E) s, Uu o „ IE=509.77, 15"�N,S) ss I' x� CB 1 TYPE 1 8 G 24LF., 12 LCPE@S=2.67% STA. 6+01.28 13.0' LT./RT. x s - W/SOLID LOCKING LID 0 ( 24LF., 12" LCPE@S=6.92% (PRIVATE) O CB#18, TYPE 1 FLOW LINE=517.56, 's O D RIM=519.05 GRATE=514.65 BEGIN TAPER OF NEW CURB, ; ' iF IE=515•93, 12" IE=511.59, 12"(W) GUTTER, AND 5' SIDEWALK ; , -51 IE=516.35, 6" JO 54LF., 12" LCPE©S=1.98% END FULL ROADWAY SECTION I I E) 6�6 (PRIVATE) CIAT TPE 1 I O41 LF., 15" LCPE@S=3.78% I Lu=517GRE.66 00{ 0 O61LF., 12" LCPE©S=1.69% IE=514.12, 12" N CB 10, TYPE 107 ,` ; m 0� A7 MO 24LF., 12" LCPE@S=0.50% GRATE=513.75 ' z cn 6" ROOF DRAIN COLLECTION SYSTEM » \55 I i lill -I - - z CB#14, TYPE II-48" GRATE=512.95 IE=507.45, 12 S) IE=507.45, 15 N,W) 6" CONCRETE APRON W/ 4 REMOVEABLE BOLLARDS PER CITY DWG. NAME H021, SEE SHEET 13 A7 CB 15 TYPE 1 GRATE=51 1.78 IE=508.48, 12" INTX' WITH BOUNDARY STA. 0+05.0 / BEGIN FULL ROAD SECTION A (-.B#16 TYPE 1 / �08 SEE SHEET 10 '1' w V) a I II Li P II o,� � II ;w� II v I Li LO I v \ � I O m D-------A --- B Q a_ O IE=509.25, 12 (E) I IE=509.00, 15" 118LF., 12" LCPE@S=1.03% STA. 1 +31 .70, 15.25' LT. INSTALL COLLECTOR BOX UNIT 6�0 ' PER DETAIL SHEET 16 1,�\ 7 F s 07 CB 4 TYPE II-48" MAILBOX LOCATION PER U.S.P.S.'so s GRATE=519.81 1 h x x3� IE=512.91, 12::�W,SE) NE) 1 s's '° IE=512.91, 12 15 �FT ° x S1 I s's x 07 CB 6, TYPE II-48" "D 07 CB 7 TYPE II-48 °" GRATE=519.37 GRATE=517.47 ° xs IE=512.52, 12" I \51 IE=513.97 12 E) IE=511.17, 12" N s'Ass 8 100LF. 12" LCPE@S=1.35% 153LF., 15" LCPE@S=0.92% 07 IE=511.17, 15" S� ---------------------------------- --------------P-------------------- -- ---------------------------------- ------ F / An RIVATE EASEMENT ��/_ • 11 R 8' LANDSCAPE STRIP (TYr.) L K 1 +00 Q 2+00 SHADOW AVENU E N E 3+ 4+00 J ' I II GRATE=51 1.76 --- --------------------------- IE=508.61, 12" 1 �F\ MONUMENT 1 �577 STA. 1 +20.50 I '3� A7 25LF., 12" LCPE@S=4.80% 7 CB 11 CB (PRIVATE) 1 SEE: SHEET 13 D I A I 07 CB 17, TYPE 1 U) I W SOLID LOCKING LID i RIM=513.51 b \ 6" ROOF DRAIN COLLECTION SYSTEM PER CITY DETAIL DWG. 225.00 IE=509.81 , 12" I f(TYPICAL) IE=509.91 , 6" 1 (PRIVATE) I 6" • ' iE�s � S 8' LANDSCAPE STRIP (TYP.) I / 10' PRIVATE EASEMENT �IO1�M---------------------------------- -- CB/,&7 CB 8 TYPE 1 GRATE=517.48 IE==514.73, 12��(E) i �D IE=514.61, 12 W) �� P� �O Q CB 9 TYPE 1 W SOLID LOCKING LID RIM=518.59 IE=516.39, 12" IE=516.39, 6" (PRIVATE) MllNI JN`NT / STA. 4+14.86�- J =------------------------- ---------------------- • PRIVATE STORM • .. - - - - - - - --.-._.-. j 2 2 J rn + rn, I PRIVATE STORM EASEMENT ELEVATION AT CENTERLINE I CIA 0 PEI? CITY DETAIL DWG. 225.00 � (_I APICAL) I I I VO 5' SIDEWALK PER n� I C.O.R. STD. PLAN 102 ~� (TYPICAL) \'G� I I STA 5+0014 �INSTALL MONUMENT CASE AND COVER PER DWG. NAM'- HR-04, CB 5 SEE SHEET 16 (PRIVATE) _7' TYPICAL 3 PLACLES w w TRACT B � w w Cn TRACT C ELEVATION AT CENTERLINE NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES O ARE SHOWN HEREON. THE ENGINEER ASSUMES NO co RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. O CALL BEFORE YOU DIG: 811 O O LOT # CENTERLINE DRIVEWAY STATION 1 2 3 4 WHERE SHOWN TRACT A ON AS-BUILTS g0 11 12 TRACT B 14 15 �I ow O Z O �Iw w w 26.5' R/W z I v 26.5' R/W 13.5' 13 , 13' 13.5' 8' LANDSCAPE STRIP 3:1 2% - 2% , 2% _ 2% ) �'� 5' SIDEWALK PER C.O.R. STD. PLAN 102 4" MIN. CLASS "B" ASPHALTIC CONCRETE 6, PAVEMENT- 2-2" LIFTS REQUIRED 8' LANDSCAPE STRIP 6"MIN. CRUSHED SURFACING TOP COURSE VERTICAL CURB & GUTTER CRUSHED SURFACING BASE COURSE TO BE PER C.O.R. STD PLAN 101 DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. SHADOW AVENUE NE (ROAD SECTION) N.T.S. co O O 1 O Q J :O CO CO N N r, Lo N CO rn CO ro 00 N Ln ro Co N / Liz rn Co O u7 :O O Ln c0 N . , r- rj n 00 d7 Ln O N 't - c0 00 O Oa n d7 O 00 Ln N N N) rn Ln Ln CO CO I- r- CO O O O O O CO CO I- r--� ;n Ln Ln Ln Ln Ln Ln L,7 L,7 Ln Ln Ln Ln Ln L,7 In Ln Ln Ln Ln Ln Ln Ln Ln Ln ................... ........... , L=15o.0 o GRAPHIC SCALE Z� D� Q PVI STA. 4+84.1 1 O 0 15 30 60 SHADOW AVENUE NE cn d ml MATCH EX.: PAVEMENT _ _ _ ELEV.=520.83 520 I FINISHED PROFILE AT --- 0') gl n STA. 6+21.28 520 0 AS -BUILT 12-12-2018 .......................................... .................. ................ ................ ............................... m ,n ....... ..........................CE3 15 CENTERLINE OF ROAD _ ... ................. 1 inch = 30 feet GRATE=511.78 -2.56q CONSTRUCTION RECORD DRAWING IE=508.48, 12" THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED of CB 16 : +1 84% 0 .ftft Z? 56q BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED z GRATE=511.76 II e INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD ................ I.. _ .......:................... ........................... ...: ...........:...................................................................:..................:.............................................................. ...... ... ........ ............... ............ E..........:..................:.................. 0 IE-508.61, 12 G fl VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY PACIFIC COAST SURVEYS, INC., °�° - - - - 12" L PE@S=1.03%. I I - /% 7 C ON DECEMBER 10, 2018. THE ON SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE 118LF.> II WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED - 46LF., 12": LCPE II g - Q / 100LF., 12": 1 CPE@S=1_35% I I PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. w, C�?S=0.85% 510 L K 153LF, 15" LCPEC�?S=0.92% (' II ....................................:..............:...................... ............................. ........ ........................ ...................... ........... .......... ........................:......................... .. ..............i.i.....:.................. :...........5.1�. ... ... ... ...... Ld W� �N CON`I; RECORD DRAWINGS R-391912 N CB 8 w _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS M 'T' I CB#19 7 GRATE=517.48>, CB 7 I� N �.N N Ln co N GRATE=514.61 IE=514.73, 12: (E) �? 00:II LO 12 BYPASS LINE IE=514.61, 12:" W GRATE=517.47 rn a'): _ - w w N r7 IE-510.02 12 E ( ) - N � IEt.5:13.97 1.2.E .. . N N Q Q IE-509.77, 15' N,S) IE=51 1.17, 12" N jj w v w v � w CB 14 CB 10 IE=5:11.17, 15 S� Owe ��LnLn GRATE=512.95 GRATE=513.75 Q Ln Q: II II IE-507.45, 12 S) IE=509.25, 12'(E) v .� v c w Lw I- IE 507.45, 15': N,W) IE=509.00, 15' : 3+00 4+00 HORIZONTAL SCALE: 1 =30 Q 0+00 1 +00 2 -00 1"=5' J 7... AS -BUILT... D L0.. 12/201.8 . .. .......................................... VERTICAL SCALE tiZ, L . pay, 6 REVISED ROCKERY TO SAVE TREE DLO 9/2018 5+00 6+00 OFFS ENGINEERS ��oF°WASy,N�To 5 REVISED VAULT PER CITY COMMENTS DLO 6/2018 SURVEYED:RANE SURVEYING SCALE:HORVERTICALNADis19158 , DATE: T �° y° 4 REVISED PER CITY COMMENTS DLO 2/2018 CITY OF RENTON 14 PLAT 12/12/2018 13932 SOUTHEAST 159TH PLACE Ao _ >� DESICND.L. OFFE, P.E. FlELDBOOK: 3 REVISED PER CITY COMMENTS DLO 1/2018 RENTON KENDALL HOMES, INC. PAGE: RENTON, WASHINGTON 98058 VR ° 2 REVISED PER CITY COMMENTS DLO 9 2017 DRAWN:vulvPHONE: 425-260-3412'°� 27460 / D.L. OFFE, P.E. ONE INCH DATUM ROAD/PAVING/STORM DRAINAGE PLAN & PROFILE DRAWING N0: �F�c/STE����,� 1 REVISED PER CITY COMMENTS DLO 2/2017 CHECKED: AT FULL IF NOT ONE INCH Planning/Building/Public Works Dept. z CONTACT: DARRELL OFFE, P.E. SS/ONAL°°�� APPROVED: SCALE ACCORDINGLY 6201 NE 4th STREET SHEET: OF: w 12/12/2018 N0. REVISION BY DATE APPR 12 28 1 6�