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HomeMy WebLinkAboutR-4097060 CV O cV CV E 0 I. 00 00 a) Q) Q) i 00 00 i 0 0 O w j z � J � GRADING PAVING AND DRAINAGE PLAN O d., OF DALPAY PLAT SHORT Q A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP H 1w=20' 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 0 10 20 40 777 / ---. 31 X o 41tl—�zz -_---_-_-� -�5 G I r,— J v �( ✓ v r r�v " I �c �'� I nc v`' v'v I NO PARKING I " ItSIGN M M I �``,e�(•` I t^ lcJ STORM VAULT „ WATER METER nv TOP=416.69' T-, ++ r, _, RIEI�S Q r` v_' �I EX. PRIVATE 20' ACCESS II II III III 5i IIII rn D u` SDMH ^ FND. REBAR RIM=417.49' UTILIT Y EASEMENT ASEMENT PER r`nc""` ^r, r�nc ` � &CAP CNW HOLDING MANHOLE ELDYKE II SHORT PLAT LS#CB TYPE 1 240016 BOTTOM CENTER=397.49t 1REC#20110316900007 Tx FNDREBAR 0E OF (APIOX. LOCATION ONLY)&CAP CNW LOT CORNER RIM=424.07' FND. REBAR 416.E N J \ JIE 12" PVC N=421.47' & CAP CNW #40016 L#18913 TW=418.50 MATCH qX.IE 10" PVC W=421.64' 0.SX0S � 4N0.5W FND. REBAR BW=417.00 10 J BOTTOM=420.85' OF LOT CORNER STORM VAULT OF LOT CORNER & CAP 1PROPOSED ROCKERYS#406 CONC. WALL TOP=416.70' ±416.6 4' WOOD F NCE S01'03'23"W 420.11' NO PARKING SIGN MATCH EX. ; ` WOOD FENCE N //III lI I o '_-II /\o % 3TIRE 2QQ% 62w%— 9— 2 O WALL o oI f rW�421.01 0.00 / o 0 TW-420. 0 0.3 0.3 7% A o/—'BW=418. 0 L � `3 ASSUMED HOUSE 0 c"i416.00 416.00 FOOTPRINT 0s4.43.7%° ° 416.00 9' 0 � 0 4 CB 0 4I16.00'0�2 ° MIN FF=417.0 POSSIBLE SOIL I RoI \-- —-�\ i t_ � /\ PER/h� K, � o�TEST .414. IE 18" PVC 41ero o 414.69 FF=417.0 =412.61' 416 o \0 z° O/--_---- �4o LOT LINE (TYP.)M—M M—M—M I DILATION VA E, G AO� 5 o ° v ° <DRAINS OFF PMI o -�EX. BL cOOIL ESI F27.26 Is J7.58 _ 410\ 427.64 -427.44 \ PO WATER 428.02 CTI R O WATER 428— METER too METER NAGGSCB 0 ST A / / /406---I Iinl,o POS °rpA 4PEJ TEST w o \ I8 428.00Q ° ° ¢08 060o 0z w 1 0" O 406 OO O NCID O Ag � J4p\w �? AINAG FACILI QIQ Of c"I N o /SEE EET =w 2� MIN FF-429.0 co \\/o N o o z 00 w U N ? OO %L O _ WO ° ° SS —sS —sS SS FENCE 17E 1_/ss SS —Ss —Ss Ss SS — — — — — — ROPERTY E /yg 8 41 3 g�6 �sg 2 0.2'N ° 01' 34 E\9. 4394— ti g/ 0 ° wo / Y v n I I KEYNOTES: 10 SAWCUT EX. ASPHALT AS SHOWN. PROVIDE SMOOTH TRANSITION WITH NEW ASPHALT. O2 PROPOSED PAVED DRIVEWAY. O3 PROPOSED PAVED PRIVATE ACCESS TRACT SEE SECTION DETAIL ON SHEET C8 ® PROPOSE CATCH BASIN TYPE 1 PER DTL 200.00 ON C9 O5 PROPOSE CATCH BASIN TYPE 2 PER DTL 201.00 ON C9 © PROPOSE OVERFLOW STRUCTURE PER DETAIL ON C11 O7 CONNECT LOTS TO STORM SYSTEM WITH PERFORATED STUB -OUT CONNECTION PER STD PLAN 263.40 ON C11 B BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF 2 PER COR COMMENTS DATED 6/8/20 DC AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 PER COR COMMENTS DATED 10/31/19 DC STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION BY SURVEYED: TSL DESIGNED: DSC 6/10/20 DD DRAWN. DSC 12/2/19 DD CHECKED: DD DATE APPR APPROVED: DD SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOTE: CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON V'R Planning/Building/Public Works Dept. 1 ROCKERY SJ-1 lr �J 42009 STE�� �_1uNAL ENG\ 9-21-20 • � � 3 ��•� r � W C N � M i Q ON N Q = L\3:Ln Ln 4 -r N m m O U cq 00 r- R-409706 IN COMPLIANCE WITH CITY OF RENTON STANDARDS a 00 00 DEVELOPMENT ENGINEERING 4 I � SURFACE WATER UTILITY Nathan Janders 11/12/2020 � jfarah 11/13/2020 Uo p DATE: GRADING, PAVING AND DRAINAGE PLAN 6/18/19 cn m DALPAY SHORT PLAT FIELD PAGE: DALPAY PROPERTIES LLC. f DRAWING N0: 00 4033 N.E. SUNSET BOULEVARD I -a �-! RENTON, WA 98059 SHEET: �� OF: 18 e, U