Loading...
HomeMy WebLinkAboutW-424801LEGEND co (V � SIGN SS SANITARY SEWER LINE MANHOLE SD STORM DRAINAGE LINE FIRE HYDRANT W WATER LINE W El WM WATER METER G GAS LINE DQ GV GAS VALVE OVERHEAD POWER OHP U INLET OVERHEAD TELEPHONE OHT CB (TYPE-1) p WOOD FENCE co MWV WATER VALVE I I VINYL FENCE N ❑ COL COLUMN 0 13 HOGWIRE FENCE (V I GUY ANCHOR X X CHAIN LINK FENCE DF DOUGLAS FIR \ \ \ \ \ \ \ \ \ \ \ \ BUILDING LINE ❑EM ELECTRIC METER WALL OEPP ELECTRIC POWER POLE O RESIDENTIAL MAILBOX FOUND SECTION CORNER co APPROX. LOC., W-0-4 FOUND 1/4 SECTION CORNER PER PAINT MARKS (TYP) CV EX. 6" WATER MAIN ►fit FOUND MONUMENT IN CASE SET/FOUND BOUNDARY MARKER, APPROX. LOG. GAS LINE, N AS DESCRIBED PER PAINT MARKS (TYP) EX GAS MAIN SDMH �) RIM=297.55' IE(S)=294.47' 8"CONC (NUMEROUS OTHER PIPES) GV N I ;•� SET/FOUND NAIL AS DESCRIBED ASPHALT SURFACE P a a o . CONCRETE SURFACE FOUND REBAR/CAP D- PLOG",o 0.09'W X 0.06'N ROCKERY OF PROP COR ACCESS DRIVEWAY AS PER w U z w 0 C) w cc H U) T U SE 1 /4, SW 1 /4, SEC. 9, T. 23 N., R. 5 E., W.M. LEGAL DESCRIPTION LOT 2, CITY OF RENTON SHORT PLAT NO. LUA18-000445, RECORDING NO. 20181113900001, RECORDS OF KING COUNTY, WASHINGTON I I I 1 �tio I PPS ��8 op o Iti • '. WM a Lo Lo I QP� �$006 P : I HOUSE ? SET REBAR W/CAP, LS 46876 BASIS OF BEARINGS NAD 83(2011) - WASHINGTON NORTH ZONE - PER CITY OF RENTON CONTROL POINT NOS. 612 & 398 PER SHORT PLAT, BASED ON MONUMENTS FOUND IN CASE, PER PLAT. VERTICAL DATUM & CONTOUR INTERVAL NAVD88 PER GNSS OBSERVATIONS, DERIVED FROM WASHINGTON STATE REFERENCE NETWORK 2.0' CONTOUR INTERVAL ARE DERIVED FROM DIRECT FIELD OBSERVATIONS - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 CONTOUR INTERVAL OR ± 1.0' FOR THIS PROJECT PROJECT INFORMATION TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: JURISDICTION: PARCEL ACREAGE PL 25.0' ROW 7227800631 2900 NE 5TH PL RENTON, WA 98056 R- 8 RENTON 5,682± S.F. (0.13± ACRES) AS SURVEYED +13.0' APR. LOC. + SEX. 8" SS MAIN 011 � FOUND REBAR W/CAP, LS el SET REBAR W/CAP, I B&H, ' LS 46876 130"DF FENCE END 0.15'W FENCE END 1.3'N OF PROP COR 2 0.9'S I 0 a : o . 1.5' FENCE ROCKERY DIED ATED ROW 0.6'S , N 88 11 49" E 143.51 O.7'E 4 - ---- 78. 6 ----- I z ROCKERY 5's.Y.s, FENCE END I .. I COR STD DETAIL 104.3 .9:.: G_* 2.VN I I O 1.6 E GRAVEL SURFACE V f: ' 99• -� ;... L'.k �.'.'.'.' .': • z FENCE END I I ABANDON EXISTING SEWER STUB a L� : I % !.;�••;,•`:') FrARCEL NLLO..�. ;•. / T _1. PAVER SURFACE 12� "' " 2278006�51 .T {'' / U' 1 I (AS PER CITY COMMENTS) -..-, };: "':3 �'• �I w 1 c+ SS ` • d ' /•' f '� ' S? it w k o. :• .'i . C(fl' U� UI C? j s .:• .,�. '. l wl• �6.82f.. S.C4....'�. ":•;r• TOO OF RW C-1 RE ROOF ELEVATION ° ROCKERY �GF.006 FILED ADJUST EXISTING WA VALVE :� •: T •Q5't•:•:A. 3�05.5 : SE REBAR AP- ! g 1.6 W ....... T W I FF FINISH FLOOR ELEVATION TO GRADE ' . Q : •s : RI 297.4 `�•'•"'•'�•'• • :' - LS 46876 6' IE 295.4 ...1........... j.. ,4 (v,�/DDWNTURN ... • 1............. lo••. • ,1 , I .% E •'•'•'•'4• .88;6'• 6F• 4 lOt� FOUND REBAR W/CAP, WALL i�00. PRO CONCRETE SURFACE Pa ' i�:•, N. •', i LS 11332, X-X ... . : , N:. • .:.I X1X P;I OP. ..EQ.'.'.'.'.'.'. ::•:' I• � co CONTRACTOR TO VERIFY 0.05'N X 0.02'E Q F2ES;ID , , ; ;�E; ; ; ; ; ;1 I`•.::;.' • ��. LOT 1 ROCKERY U� ........................, •'; LOCATION OF SIDE SEWER AND OF PROP CO!•a. ....... Dc '�� PROPOSED TREE PARCEL N0. 0.8'E PRO PLANTER .FF.'.EL' 4.:37....::.i ,. IE PRIOR TO Z ` ��O Dc T"P' 7227800630 SET REBAR W/CAP, SETTING FINISHED FLOOR EX. SIDE SEWER I �' / ` +••""""""' (SEE LANDSCAPE PLAN / � .• •VERIFY AND RLlOCATE•SS•GO EPP / b' •' I' 1 FOR DETAIL) LS 46876 our.Oi.WA WAT.?........ ELEVATION OF THE NEW HOME. (APPROX. LOG) �'�D.. •�'�' .:I I � • • •-+�••••.3Q•�•�,•••••••�/•••• :•' �' `�,n \ REMOVE INLET S : •''/ I ... ..'..a'.aVC.'o'MIN'2a1.'.'.'.'. '`••'!• R „'�, 7685E S.F. PLUG THE PIPE X. NL • ' i '` •, .r 6.D• I / cIN:COVER-6 i� , s,Na�••••• 'T,s 5, 8 \\ 0.1764E ACRES \ SEE NEW CB ON SHEEP 4 RIM=295.42' \ •' . A. ' ' ' ,1` '� IM29 .B ' ✓•'•,•;•,I.•,•,• • • • • •........ IP.:pDz. • \ \ \ \ " 1 • I IE 2 S (ALL) ;, 0unxr ` FENCE LINE IE(S)=294.22 6 PVC o's" ' I .... " " " \ FENCE \ rRIR� IE 3B \ a .'i.: \'�..• 1�..• , J I '•' � \\ \ 3.3'SE M 2.7'SE \ \ « ° �55A cV \ 00 OF PROP COR \ EX. SDMH o :•'� :. z�� ° O Sig \\ `\\ ^R� \ f I RIM=296.75' /:.• • �/ • \ \ 6 �S'S. -, az LF\ \ \ IE N 293.91' 8"GONG �' : '!� \ cM soo `� *� (CONN. TO�X wM) \ FENCE END / \ ( ) P Fl ADJI¢f .. 297 (ALL) �\ V \ `) O IE(S)=293.42' 12"CPP \ C T-1\ .O Q� S§. 3.3'SE RI 7.7 y 1Q NCH RECORD G / 20181212000868 IE(W)=18"(PLUGGED) fn ' `•. •�.s z9. w/PE a D PIPE FOUND CONIC MON IE E -8" PLUGGED' STREET `I\x/ SET REBAR EM 8 ,h ( )- ( ) (\ \ W/BRASS DISK, 6"N NOT VISIBLE t :SIGN' .,. '• CAP, \\ / 0�0 DOWN 1.2' IN CASE L= i W �.v • • ` • ,\ �!<S 46876 \\ a' %� . `DIY • ,6' N 88°56'33" W 1160.28> -=54'39" ''• 6.9.4' �\ • `�\6?8, > i i 4.'' EX. SMH RIM=296.06' IE(E)=285.03' 8"PVC IE(S)=285.13' 8"PVC IE(W)=285.40' 8"PVC IE(N)=285.23' 8"PVC SHEET INDEX GRADING/DRAINAGE UTILITY PLAN SH 1 OF 7 GRADING/DRAINAGE/ UTILITY STD DETAILS SH 2 OF 7 GRADING/DRAINAGE/ UTILITY STD DETAILS SH 3 OF 7 GRADING DRAINAGE EXHIBIT PLAN SH 4 OF 7 TESC PLAN SH 5 OF 7 TESC STD DETAILS SH 6 OF 7 LANDSCAPING PLAN SH 7 OF 7 WSDOT STD PLAN F45.10-03 BY '• `\\2•: .. .'�• S6'�2�"• •.0 \ \� �� � •. . • � �\ HOUSE 1 O• 0'0&.: ' ... ��\ a v I I CONIC PP�'I800 `10g00 O ��- Y- °0•�'. n..�y 6wLn1:rwM : • . \\ ? I 1.VNW v\: �. ///��� ^���• D SERNCE Ulf , . O .: 1 �• \ a I �� w �O ej. �' `� ; a \ i ' ' o SET TACK IN LEAD R�Se�O \ Qg... W/WASHER EPP FOUND CONIC MON W/BRASS DISK, DOWN 1.1' IN CASE EX. SDMH RIM=296.92' IE(SE)=291.05' 18"CPP IE(W)=291.05' 18"CPP IE(N)=293.36' 12"CPP IE(S)=291.60' 12"CPP :•' : GV ' �' :. : ` • ; ' @i � °� ... , `\\ LS 46876 43 SS V a' ° • BAR' •� � •• • •� •' : � °� °• �� ..WV 9,ON g' STOP' EX. CB WV �.. RIM=295.99' P. t• ... .•. • ��0 . WM IE(N)=293.29' 12"CPP OHP i I APPROX. LOC., \ EX. SMH OHP RIM=301.68' I : ' PER PAINT MARKS (TYP) IE(NW)=295.24' 8"PVC EPP , T. ;: � EX. 10" WATER MAIN IE(SE)=295.79' 8"PVC a \ APPROX. LOC. GAS LINE, oyp PER PAINT MARKS (TYP) EX. GAS MAIN 'r \ \ oyA FO %DON SC MON ASSDISK, DOWN' IN Effective EngineeringPEEC CIVIL ENGINEERS 8627 NE 180th Street, Bothell, WA 98011 Phone: (206) 303-7639 Email: admin@effectiveenaineerinaDllc.com EPP SURVEYED: SCALE: SURVEYED VERTICAL: NAVD 1988 SCALE HORIZONTAL: NAD 1983/1991 DESIGNED: DESIGNED DRAWN: DRAWN ONE INCH DATU M CHECKED: AT FULL SCALE CHECKED IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY APPROVED PL PRO GRADE 5.0' 25.0' AL 13.0' 8. 0' PLANTER 5' 5' EIN WA MAIN X - X (SCALE 1 "=10') (INDEX AVE) PL 30.0' ROW 60.0• 16.5' PAVED 0. 5' Exy CURB 8.0' 5.0' PLANTER INALI _P_ LPRO GRADE EX. WA MAIN-/ Y-Y (SCALE 1 "=10') (NE 5TH PL (HALF)) APR. LOC. EX. 8" DS GRADE MIN 2:1 VICINITY MAP N TS 1.5' '• ROW LOT 2 PARCEL# - 7227800631 TOTAL AREA- 5,682 S.F. (0.130 AC) DEDICATED ROW - 101 SF -EX GRADE TARGET LOT AREA - 5,581 S.F. (0.128 AC) EXISTING DRIVE- 756 SF (0.017 AC) PRO. ROOF - 1,591 SF (0.037 AC) PRO. DRIVE/WALK CONC. - 788 SF (0.018 AC) TOTAL TARGET NEW/REPLACED IMPERVIOUS- 2,379 SF (0.055 AC) 42.6% PRO. WALK WAY (CONC.) IN ROW 1,002 SF (0.023 AC) CUT - 270 CU YD NOTE: 1. CALL 811 BEFORE DIG, THE LOCATION EXISTING UTILITIES SHOWN ARE APPROXIMATE AS FROM FROM THE BEST AVAILABLE INFORMATION 2. CONTRACTOR HAS TO VERIFY DEPTH OF EXITING UTILITIES BEFORE CONSTRICTION TO PROTECT. 3. POST -CONSTRUCTION SOIL QUALITY AND DEPTH IN ACCORDANCE WITH BMP T5.13 WILL BE IMPLEMENTED TO ALL LANDSCAPED AREA ON SITE. 4. SEE SURVEY DRAWING FOR LOT BOUNDARY LINES LENGTH, BEARINGS AND CONTROLS 5. PROTECT EX. UTILITIES DURING WALKWAY AND CURB CONSTRUCTION 6. ADA RAMP TYPE PERPENDICULAR B (WITH BUFFER) PER WSDOT STD PLAN F-40.15-04 7. SEE LANDSCAPE SHEET FOR PROPOSING LANDSCAPING 8. MAX 1.5% CROSS SLOPE AND MAX 8.3% LONGITUDINAL SLOPE ON WALKWAY 9. "'METER WILL BE CUT AND CAPPED AT THE MAINLINE BY CITY FORCES. A METER "CU T AND CAP" PERMIT REQUIRED. A WATER METER PERMIT IS REQUIRED FOR THE NEW 1" METER AND SETTER. 11/02/2023 %R CITY OF RENTON Planning/Building/Public Works Dept. LO O O O N A U 0' 20' 40' 60' DEVELOPMENT ENGINEERING yqi 11 /27/2023 1 "=20' S-424801 R-424801 W-424801 ir IN COMPLIANCE WITH CITY OF RENTON STANDARDS m z SURFACE WATER UTILITY WATER UTILITY ABDOUL GAFOUR 11/22/2023 0 jfarah 11 /15/2023 I W REGIONAL FIRE AUTHORITY EN To U APPROVED o'p WASTEWATER UTILITY z dhomas 11/14/2023 jStOwell 11 /14/2023 Q DATE: DON_BORA _SFR_RESIDENCE 09Bo K.6-2022 Cn F W PAGE: Cc GRADING DRAWING N0- : I DRAINAGE c - UTILITIES -PLAN SHEET: OF: 1 OF-7 W