HomeMy WebLinkAboutR-370011b b
CULVERT "mob_
LE.=367.22(17'CONC E) CULVERT
"_
I.E.= 370.65(17'CONC W)
EX. T SANITARY SEWE
SANITARY SEWER MANHOLE
RIM = 373.54
I.E.= 365.39(CPVC NE)
I.E.= 365.44(NO PIPE E)
w I.E.= 365.32(8 'PVC W) FOUND REBAR /CAP
"HDA 18730 10198 / C I f
10957 18086 9158" /
F 8 -01 -12
W MAD NAIL /WASHER
O LS 11691
It N:165841.96 l
a E:1302616.21 A I \
EL:382.54 \ \
10' POWER EASEMENT
AFN 5664146
o ".
0
1 �eo
\i \
\I
J
.`J,B n3J
I
I
I\
I
I
� 6 I
\ \ I
\ 1
--------------------------------------- -_
PARCEL "O"
SEE LEGAL DESCRIPTION
I I
I I
FOUND REBAR /CAP i
CAP UNREADABLE \
7 -20 -12
I I
1
I
A= 24'59'09" r
R= 25.00'
A= 10.90' T -
EASEMENT FOR PARKING, I
CIRCULATION, AND '
LANDSCAPING AFN 9009170446
25' GAS EASEMENT I
AFN 9507250239
I
I I
I I
PARCEL "C"
20' SEWER EASEMENT -
A AREA -
PARCEL "B" - 3813
6' INGRESS, S, AREA EG 1^ ^„ „^N
FOUND TACK
SANITARY SEWER MANHOLE IN FACE OF CURB
RIM = 370.63 8 -01 -12
LE =362.23(CDI NE) ,
LE =351.03(8'PVC E) \
LE =360.53(1YPVC S) jalt-
LE =351.13(8 °PVC NW) 1 /'RIGHT
LADDER (SE) \\ i ONLY'
CULVERT
LE =367.36(12°CCNC E)
CONCRETE
SCRIBE'. SCRIBED -X'EWALK -`
7 -20- N:165421.12
_ E:1302592.35- - - J� -
EL:375.52
J
•
s
1 & #12
10584 SF
AC)
= 10513 SF
h4• II
= 15387 SF
AREA = 9564 SF
(0.22 AC)
ACE LS #11691
_STORM CATCH BASH 8-01 -
RIM -37 .38 NEW PAR L A
.. =373.40(7/' BLA 9104 1602
L 12°CMP W)
EX. 8" A.C. WATER
EA = 7117
16 AC)
I
`(nom
-St -CAI \
NO.
/
AREA = 12983
(0.30 AC)
= 12697
270 Sf
I1 Ac.
RM ARM% f�J
REQUIRED: 41
PROVIDED: 69
m 384.40
ILDG
AREA = 16273 SF
EA = 8469
19 AC)
I
OIM
p N
TBM #2 ELEV 400.69 0l m
h�ti RR SPIKE (D z
EX. 8' D.I. WATER IN I
_ FOUND R R /CAP
TO P CE L # 1691
I
\
\ I
a B" .I. WA 12
\ IO
J \ I
\ Q
,A I
O I
s
� \ I
\
7 0 20'02'4 I
R 755.00'
A- 64.14'
1
A I
I
� I
� 1 w
hy0 I 1 0 1
I °I
Iz SAN Y SEWER MANHOLE
CEI#6 RI 9.79
AREA = 5001 I I.E. 3 9.54(87PVC E)
SF (0.11 AC) I -a� I I.E. 38 .39(S"PVC S)
LAO R (NE)
I
IX. 8" SAN TT Y S ER
1 .7' I FOUND REBAR /CAP
PACE LS #11691
' 8 -0 2
I I
a
I W I
n INLYT NAL I
"'- �Pz 1 - T
` A 1 �' 11 2 DROPS, 1
NAM
y Ek. B" S)iN 1 A A ..I:.. 1 I I
� 1 I
��F 17�TH1
EX. MANHOLE #1252 -2
ADT (2012) RIM = 397.78
I.E=388.13(TPVC E)
I.E388.08(8°PVC SE)
LE =387.78(TPVC W)
LADDER (S)
rIFOUND . MA H LE #13 -2
�3801 8"`PVC t MAC
`�' SAN LADDER (S 19 -12
�W W
1.60' #116 CAP LS #11691
T~e I8 -Di -12
- - FOUND Y BRASSIE W/')C
�a DOWN CA'
-EX. MANHOLE #13 -1 tea` 7-19-12
inr- 399.38
1.T.'38B.68(8'PVC NE)
- 46- 388.68(8"PVC W)
'A ""ER (S)
EX. 8' SEWER IN
C
- 310012
��\0\�
GRAPHIC SCALE
30 0 15 30
IN COMPLIANCE WITH CITY OF RENTON
ST NDARDS
BY: Date:
BY Date:
Date:
BY: Date:
SURVEY BY'
arcs & Ilal EMO81'6X ZING rMc
4815 CA'N788 ST88AT
TACOMA NA 98409
7878 (258) 474 -9118
FAX (255) 474 -0159
B MCMURK t
All elevations are based on
NAVD 88 datum.
BM /1) Elevation: 400.968'
KC BM 'F8li (350' SE OF
INTERSECTION -
COORDINATES: N:165206.4,
E:1303281.4)
TBM $2) Elevation: 400.69'
Railroad Spike.
F.F.E. • 100.00 (ARC�pFL)
384.40 (CIYL)
�R. 9fITS AND HILL
1 " =30'
i�
DATUM
um
K501 OCONNELL
1501 41h Ave, Sues 1400
(206) WA 99101 -3655
(z9e) 4as -z799
VELMEIR RETAIL PHARMACY
STORMWATER PLAN -SITE
03/28/13
Er
CONSTRUCTION PLAN REVIEW RESUBMITTAL
JEV
OB /D5 /13
CONSTRUCTION PLAN REVIEW RESUBMRTAL
JEV
06/20/13
ET
ono 0
l.i I .7
CONSTRUCTION PLAN REVIEW SUBMRTAL
ET
04/29/13
amm
KO a r
xpr pc ion
REVISION
BY
DATE
APPR•
JEV
M
12
7c In I .