HomeMy WebLinkAboutR-432424m
•
J
z
z
0
N
W
W
0
z
N
N
U
W
F
U
GRADING NOTES
SEE SHEET CV-1.1 FOR GRADING NOTES.
STORM DRAINAGE NOTES
SEE SHEET CV-1.1 FOR STORM DRAINAGE NOTES.
CITY OF RENTON SURFACE
WATER STANDARD PLAN NOTES
SEE SHEET CV-1.2 FOR CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES.
SEE SHEET C-2.4 FOR
STORM DRAIN PROFILE
Al
1 i u / \'
FENM CW.
1 B1NAPS' ° MPH 24" CPP OUTFALL INTO k t I&V USL
POND AREA WAS NOT cJ` Sy" OATS \
2 TYPE 2 CB W ECTANGULAR GRATE zh ACCESSIBLE AT TIME OF o 1 \ /
\ C-s.1 RIM-109.82 2 SDCO C D RI A 0.75% �1•
2 SDCO MAPPING (LOCATION TYPE 2 �Cw�/Souc
•COVE ► /;:
- - - ' E(12"S,E -102.1 C-6.0 E=107.90 L= C-s.o E=106.38 DEPICTED IS APPROXIMATE) �el
IM=108.56 ; I I "M
x x �;_ �r 12"W)=100.90 \0 Z; -- 3- 0 - - x ,
" D PIA 0.71� RIM 109.811 0! ------------ ---�- 31+50------- 32+00 E�24N,S)=99.90 EX. 11 I a_
IE 104.81(�9/)45f _1 - - _ _ _ - - -F -I r °• a o TRENCH RESTORATION TO a /
/ ° -
UGP T TP �� ' " ,1 k- F' GRADES (TYP) I
/�
Tli 110JVi? 0 - RDL RDL - _
_ IT
RIM 109.34 r7 FD FD FD FD FD RDL -_�, YPE TM RECTANGULA�RA�E �_ - - �
1 "CPP E 102. 4(N.) JP 109.86 ' FD 11. �� 110.74 2 � ' T
1 "CPP IE 102. 2(S.) I 1 17 RDL ,� I� I RIM=110.45 C-s.1
1 " CPP IE 102 43(E.) 110.33 IE=108.00 6" SD ®2.0% I IE(12"E)=102.09 EX. ICV \\ \\\ll r Q '
1 "CPP IE 102. 7(w.) L=31.5' � 110.48 I IE(8 W)=105.40 � � \ � .•• i } "M
EX. TYPE 2 CB �- 110.48 1 - ��, D4 v
RIM=109.34 110.28 111.1 I 109.3 o I '
/ 1 .81' I � MPS
IE(12"N)=102.42 109.7 FD CONNECTION OFFICE 20+00 - -12" CPP 20 50(IN W.
' " 3 S - 2-eP+��- 1,.,�c(IA1 s.� - - - - _ 21+001 cn '
IE 12 W =102.77 EX.o-
Sp (" ) -�sD 3 IE=105.00 FFE=111.17@SDCO j s- - _--SS'21+50 21+66,
IE(4 E)=104.90 SD oFD f3,490 SF IE=105.75 - - - I - I N•
E(12 S)=102.42 EX. f09. 6" SD ®2.0% SID SD
FOOTING DRAIN RDL 1 =31.5 1. 5 �110.16
3 IE=108.00 6" SD @ 2.0% - - - a 1 1 W
o � " I 1 1
+ 110.98 111.17 11 L=22 I I .770 I M N 1 N W,
I 1
I , M FD FD FD FD D I 110.31 I I I I �
D FD / I I II 1 O
" 110.6 110.52 3 111 f . f7 RDL SDCO 2 I
4 DT "M 6" I f0.80-uGP-110.80 ESDCO
107.83 11.03P�1.30- L IE=106.79 c-s.o i o I Ijl o N li
110.46 / I I
- . _ -fl�� - _ 10.81 I 1
_________P ___________________________________________________ _ eo• - ----- _ �11L P
111.1� 1
�
1 .64 I - FrE HYDRANT ASSEMBLY ff0.7 11.70 a90 »n R1 i
a
1 1 - 8• FIRE HYDRANT ASSURY I ° 1
' ,s PpE mo _ I 109.98 109. I � '• - / I
II�� I
/ 7+ - - - I `� - 3 �110.29- I - M I I
/ 7+50 �- -Ibin a I
--- ---- ---- 72 I 0
/ / W yy o. W YV W = 8+00 - J r wADx SEm m D:)lIIECm i 8+50 VAN �-- Ss• WE 9EHD 111 1
-1 L - - - W W� w W -4 ''0 9+00 9+50 110.40 I I ' l
-7--------------- - ----- _ �' W- 110.71 �_ I I
• x.�/ �- -I- - - 1f0.2s 110.21 0l - `�---- 1-�w- ---- _#-W-- �r---- N
/ o o U, 9 86 109.86 \ - - - - laEo-lal GRATE
-��-
II \
_ �- _ - 110.71 la71 1 0:28 10100 I _
RIM 109.41 �, `" 4• RRE sERulcr coNNEcnon i I 1 1 `1 4 1 I o I
a / 12� CPP IE 104.27(N.) p , 3I PIPEBW 1 .0 IE 0(IN S.) a I
/ / / ,l 12 CPP 104. O(S.) \ L1 / \>>o I I III : C IE 0 . (OUT N. j a I
SP® PUMP 40)
/y> / RIM 10 .44 \ I I ' I o
12" C IE 1 4.45(N) N
12 C P IE 1 4.51(S.
, co
a• I�,ol I11i1:. 1
auncAL AREA a P / P P 4"D 4"M 6"M
M
•/ / 3/ 215• PK Me' c P P P N P P I I P i - 1
/ P P �� I ' N a
DT i � P a. � I I... N
�I// � � I.;I � I I III.• ;
V) I I I I I1 I I
RI 109.60
-
3 / 12� CPP IE 105.77(OUT N.) AIM 109.39 \ RIM 109.32 I I o cn rl 1
I
a 12" CPP 1,106.00(OUT N.) 18" CPP IE 103.34(IN S.) I V) 1
• o/ / 18 CPP IE 103.27(OUT N.) I I
(DBL CHK D)
1
1 TRENCH RESTORATION TO o. 13 I I a o °1
TRENCH RESTORATION TO / MATCH. EX. PAVEMENT �I I I cn I I "M
/ T MATCH. EX. PAVEMENT a i. •- / I GRADES (TYP)
GRADES (TYP) N ° I I _ 110- I "L� n'
i±
SEE SHEET C-2.2 I I^ Ln
N 1
N�
I �
s
PS
CB (139
RIM 109.59 I)
12" CPP IE 104.08(SE.)
I O S . 6"D
RIM 109.33 CL \
12" CPP IE 103.56(E.) '
12" CPP IE 103.47(S.)
12" CPP IE 103.47(NW.) --.
- WETLAND18UFFER
a /SPEW PUMP \
a ( /
•CAUTION SPEED SUMPS AHEW-W 4"DT
i
`1
Z
R
z
W
z
z
0
FA •
1ri
m 6814 Greenwood Ave N T (206) 522-9510
z Seattle, WA 98103 www.PAcLAND.COM
1 1 PERMIT REVISIONS #1
REVISION
PACLAND 1/27/2025 SURVEYED:
ZLN
DESIGNED:
WL
DRAWN:
MB
CHECKED:
JAC
BY DATE AP P R APPROVED:
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAL• NAVD 1988
HORIZONTAL- MD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
1(10015)
RIM 105.61
12" CPP IE 101.71(IN S.)
12" CPP IE 101.71(OUT N.)
TBM-C
RR SPIKE
IN W. FACE
OF UP
ELEV=108.00
RIM 105.98
12" CPP IE 102.10(IN S.)
12" CPP IE 102.10(OUT N.)
ADS N IE = 105.47'
V 18"DI S IE = 105.65'
V 18"DI N IE = 105.76'
RIM 106.04
12" DI IE 102.68(IN S.)
12" CPP IE 102.52(OUT N.)
SW1/4OFS237T23N, R 5 E
LEGEND
EX. PROPERTY LINE -••-••-••-••-
PROPOSED PROPERTY LINE - - - - - -
EX. CONTOUR
PROPOSED CONTOUR �XX�
SPOT ELEVATION X
TYPE II CATCH BASIN 00 2,3
C-6.0 C-6.1
CLEANOUT (TYPE PER PLAN)
STORM DRAIN PIPE
1
C-6.0
ROOF DRAIN LEADER RDL
FOOTING DRAIN -FD-FD-
FINISHED FLOOR ELEVATION FFE
TOP OF CURB TC
TOP OF PAVEMENT TP
SAWCUT
0
0
0
0
N
Q
mkop SCALE: 1" = 20'
0 10 20 40
Know what's below.
Call before you dig.
R-432424
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER UTILITY ,z, DEVELOPMENT ENGINEERING , , _
JFarah 03/11/2025 ''� yqi 03/18/2025 ' -5
U
DATE: I
NEW LIFE CHURCH 1/27/2025 L�
15 711 15 2 N D A V E SE FIEWBOOK:
PAGE:
GRADING AND DRAINAGE DRACGND:2. 1
PLAN w
SHEET: OF:
z