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HomeMy WebLinkAboutR-41881300 00 : 0 0 Q O 73 r7 N N O N O \ O N E \ 0 0 CP 3 N E L I r- N / Q0 N / O O CD N M I. 0 10' 20' 40' SCALE: 1 "=20' l ~ - •m m �7 375 370 �j 355 ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - TRACT B OF EDENFIELD PLAT (SUMPTER) A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. SSMH CITY OF RENTON, KING COUNTY, WASHINGTON CTR CHANNEL=380.05 PROPOSED M NATION 8" PVC NE & E POLE (TYP) EX FENCE CB TYPE 2 EX LOT - x - x - x - x - x x - x X X LOCK AND LOAD RETAINING LINE (TYP) ; I CB TYPE 2 �\ \ �x I R2" N ADS=414.13 WALL (TYP). SEE SHEET 12 - x, x - x - x - x .- x - x - X I RIM=383.88 \ p0 FOR DETAILS. EX FENCE _ \ti x �. \ 6 " W Z7.9........ , » c ' P „J ; FIRE HYDRANT 12"WADS 376 65 " " E PVC=377.07 ■ ASSEMBLY (TYP) a = 5� A� \\ 2 .. ADS=377.02 -ao , 12 E ADS 3 _ _� �- ° 3 �-------------------- 7 8 WATER �.. =_-- _ - - = = =-- -�j A\ O 8" SEWER \- �. - ��� - ---- -- --- ---- a = -----------=---.- _- a' �.• ?' a If vv W ■ _ 121 LF 12 DI (PRIVATE) o � \ --------------- W"' a • ........ N " _ '� .. "'TRACT' O CBIk5 a � ...................... �. :SHARED DRIVE � N ..• • � 1 WATER � a 6 CB�12 ..... Lun■ 140 .LF 12 DI (PRIVATE) N SERVICE (TYP) C P 198 LF 12" SD PRIVATE W L19 LF 6" PVC d d a SERVICE (TYP) ,� a W ■ ®g-� a . i 201'} LF 6" PVC / l d q ... e - - - - - - d ) d (V 6 PVC ROOF & 6 LF 6 PVC 8. 1.92% a ® i135% 6 LF 6 PVC / a d a i ■ FOOTING DRAIN ® �' d 17 09,E ® 25.81 % /a a 6 PVC ROOF & , . a W' 375.470 ,<.`0.5% MIN. (TYP) YD _ _ 7 FOOTING DRAIN ® d .d S /. d Z 377.1601 RIM=579.58 378.04 3 1.11 � 0.5% MIN. (TYP) ° P _ 374.83 YD 3 IE=375..61 (6) __ ------,,``� 0384.93 DRIVEWAY SEE \ 380.30 CO • ••. a I . YD 375.21 LF 6 PVC 375.59 3� LF - _ < 0 :•: ........ " 6 PVC- - YD 383.04 - C.O.R. STD 104.3 �c9 RIM=3� 3g LF 6 PVC I RIM=376:$9 67 ®z2.2590 IE-3 &1- (6») 42 Cc� .0.84% IE-3 $� 6" J. RIM-377 301 6 LF 6" PVC 38 Cad 4-4i'�% RIM-383.58 _ w I ON SHT 29 .. .... < '� U ■ - - ( ) - ®19.52% » o �$ L'F • •6. • PVC I YD 384.79 d 372.91 IE=374.52 ('.6) YD ®3 690,#88%1 RIM= fr .a O 5:481 IE-3�'9-1 r 6 1 " WATER 9 .............................. . CLEANOUTS I 373.26 - ( ) ER �, a Q'. SHALL HAVE MAX.: I 6 LF 6" PVC RIM=389 �1-379.95 „ 379.14" 1�=381 (6" 381.76 SERVICE (TYP� i �iPJ,� 8" SEWER'' I 4 LF 6 PVC : _ » 4 LF 6 PVC 6 LF 6 PVC 6 LF 6 PVC 1 "" ).. •„ \ !\ 2 :100 SPACING i CO 0.49% 3 ®2.00% IEC0 3 21 36) 4 ® 2.000 CO @ 25.43% 5 ® 0.99% I CO 384.66 c.......j. ..............� ... . ' �' .... ' 374.80 376.13 EIM373�6")376.10 379.55 RIM=� 379.80 RIM=383ff383.98 383:70 .,00 i EIM381J 80 (6") 38V4.80 t \ \ \ \ RIM=379.14 'IE=380.70 (6") \ \ ■ BEARING PAD I CO IE=376.80 (6") IE=377.80 (6") CO I \\ 8" WATER / a ELEVATION (TYP) i RIM=377.40 RIM=379.62 i ■ _ \ ■ i d.� _ ■ ■ ■ _ .�. ■ ,. ��; - IE=374.60 (6) IE=377.71 (6») 1" !�• LOCK AND LOAD RETAINING SEE SHEET 12 WALL D DETAILS. SHEET 12 FORFOR CONTINUATION AM 2 Vc .._ Q M LOW PT-22+58.61 00 LOW PT F1 -V = r7 N N = W Q vi f VC no 0 CENTERL uj - - -- U U ffA 8" WATER Old IF 198 C B#7 TYPE 2-481�-(PRIVAT. STA_ E) f RT f LT " f RI 379-54 f " • f " " FXISIIN(; WADE 0 CENTERLINE N O N 0) N Ln N ,� co 0) LO r ^ M 0) Q O co co N N U7 GO {� - - U7 CO CO O Lc) IMP r- n {� 00 N � N N � 0 N to � V7 � r- ^ to r � 00 00 00 p � � � N � prj N 00 4 r j � r7 � N O 4 r7 p7 N j M c0 00 ^ ^ ^ r ^ � 00 00 00 00 00 00 OO 00 00 00 00 00 00 00 00 00 00 00 r 7 M r7 pr) M pe r7 p7 r7 p7 M M r7 p7 r7 p7 r7 pr) r7 n M p7 M pr) M r7 p7 r7 W) r7 M r7 pr) r7 M 23+00 22+00 21+00 210m 1 RECORD DRAWINGS AS BUILT TJS 10/10/22 BJT suwmm� sm LE: PLAN: 1 "=20' NAD 198STICAL NAVD E%1991 PROF: H 1 "=20' HORIZONTAL DESIGNED• RK V 1 "=5' BENCHMARK DATUM FOUND PUNCHMARK IN 1Y4" BRASS FOUND PUNCHMARK IN 1Y" DRAWN: RK ONE INCH DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" CHECKED: BJT AT FULL SCALE „ HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5 BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 IF NOT ONE INCH NAD 83/ 91 NAVD 88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 N0. REVISION BY DATE APPR APPROVED: BJT SCALE ACCORDINGLY 4y �• W5 375 370 0 • RlTLV CALL BEFORE YOU DIG: 1-800-424-5555 .AourtI16k CITY OF RENTON Planning/Building/Public Works Dept. 1-[-J_I4 ill,! SITE MAP KEY PLAN KEYNOTE: SPOT ELEVATION AT O BACK OF WALK, CENTER OF DRIVEWAY. ❑1 CONNECT WALL DRAIN TO STORM LINE. A CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. © NO PARKING SIGNS WITH DOUBLE HEADED ARROW PER MUTCD R8-3 (MOD) TO BE INSTALLED BY THE DEVELOPER. LOCATIONS ARE AS PER SHOWN ON THE PLANS. ROAD NAME SIGN AND STOP SIGN SHALL BE PER STD PLAN 129 AND 137. DRAINAGE NOTES. 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. UTILITY CROSSINGS AIE 12" SD=374.58 T/P 8" SS=368.82 A AIE 8" W=377.11 T/P 12" SD=375.56 AIE 8" W=377.23 T/P 12" SD=375.56 0 z 1423 NA L 0110/20 V E O - O o 5 C LJ.I c N N M < 00 N 1aQq tC14 � L0 i �0 a-7 N m U r Y �,t R-418813 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - TRACT B EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M 04 H H I` r- O CD O Q O CD Q J ~ N 0) O T N v)O z DATE 10/10/2022 � m 0 FIELDBOW- PACE: DRAWING NO: Ljj �U c/') m sHmr:13 OF7: L�w