HomeMy WebLinkAboutS-424801LEGEND
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(V
� SIGN
SS
SANITARY SEWER LINE
MANHOLE
SD
STORM DRAINAGE LINE
FIRE HYDRANT
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WATER LINE
W
El WM WATER METER
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GAS LINE
DQ GV GAS VALVE
OVERHEAD POWER
OHP
U INLET
OVERHEAD TELEPHONE
OHT
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WOOD FENCE
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VINYL FENCE
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❑ COL COLUMN
0 13 HOGWIRE FENCE
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GUY ANCHOR X
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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)
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SET/FOUND NAIL AS DESCRIBED
ASPHALT SURFACE
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CONCRETE SURFACE
FOUND REBAR/CAP D-
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ROCKERY
OF PROP COR
ACCESS DRIVEWAY AS PER
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LEGAL DESCRIPTION
LOT 2, CITY OF RENTON SHORT PLAT NO. LUA18-000445, RECORDING NO.
20181113900001, RECORDS OF KING COUNTY, WASHINGTON
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�tio I PPS ��8 op o
Iti
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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
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A
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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