HomeMy WebLinkAboutR-370009w w 9
�w
t_ CULVERT
'O o LE.= 367.22(12 "CONC E) "mow
CULVERT w�
I.E.=370.65(12"CONC W)
2 DROP
__ BIT_
PARCEL "D"
SEE LEGAL DESCRIPTION
____________ L31r. 1
FOUND REBAR/CP37&
CAP UNREADABLE G1R�
7 -20 -12 31&30 -_
wr
A= 2459'09" -
R= 25.00'
_______ ------------------------ T.J
EASEMENT FOR PARKING,^.
CIRCULATION, AND II
LANDSCAPING AFN 9009170446 375'
GUT
25' GAS EASEMENT +I-�
AFN 9501250239
PARCEL "C"
20' SEWER EASEMENT -�
AFN 9009170444
PARCEL "B"
6' INGRESS, EGRESS EASEMENT �~
AFN 9009170443
I
I
FOUND TACK
EWER MANHOLE IN FACE OF CURB
8 -01 -12
(6'DI NE)
(8"PVC E)
(12"PVC S) i' 374.89 -
(8'PVC NW) i "RIGHT M,
ONLY
�USINESS
SIGN /
V v v
'STOP"
°ANC E) -- _ --
!AP
_C d 35
1.12
92.35- - - 1j -
2
�m
• � , I'i c �
1
_ I 1
_STORM, CATCH
"I
F"I
38058
R91
1 `\
1
� FnAUN , LS =
EX. 8" A.C. WATER MAIN
1/
to
Iftj
0-
GLrr
-383.
GUT
OA
6,270 sf
1.71 Ac.
NDM.VL ARIEAUI (CA)
REQUIRED: 41
PROVIDED: 69
TE - 384.40
N. 2925069125
GUT / rTDAPO EROSION
/�304X 384.70 / CONTROL tANKET, PP.
rnr CONIC /
i
O I n
M
TBM #2 ELF/ 400.69 cl m
® °
E %. 8' D.I. WATER IN RR SPIKE z�
_ FOUND R R /CAP
_ P CE L � 1691
8- 1 -1
I
\ I
8" .I. WA
s i
S
cp
O
l
O
TW \
•
SANITARY SEINE
SITE GRADING LEGEND
[�lOC�4Czl
NITARY $EWER MANHOLE
w
d= 373.54
.= 365.39(6
;980.00 HYDRANT & VALVE
® ®'•'
.= 365.44(NO PIPE E)
F
.= 365.32(TPVC W)
FOUND REBAR /CAP
w
'HDA 18730 10198
00
WITH GRADE WITH
10957 18086 9158'
¢
8 -01 -12
a
R�
�
SLOPE LABEL
3 1
MAC NAIL/WASHER
LS 11697
N:165841.96 �1
CATCH BASIN
■
E:1302616.21 ,
DIVERSION DITCH
- --
TEMPORARY EROSION
EL382.54
10'
POWER EASEMENT �y
AFN 5664146
-900 -
`
CONC =TOP OF CONIC BIT = BITUMINOUS PAVT
-SAN RY SEWER MANHOLE
__ BIT_
PARCEL "D"
SEE LEGAL DESCRIPTION
____________ L31r. 1
FOUND REBAR/CP37&
CAP UNREADABLE G1R�
7 -20 -12 31&30 -_
wr
A= 2459'09" -
R= 25.00'
_______ ------------------------ T.J
EASEMENT FOR PARKING,^.
CIRCULATION, AND II
LANDSCAPING AFN 9009170446 375'
GUT
25' GAS EASEMENT +I-�
AFN 9501250239
PARCEL "C"
20' SEWER EASEMENT -�
AFN 9009170444
PARCEL "B"
6' INGRESS, EGRESS EASEMENT �~
AFN 9009170443
I
I
FOUND TACK
EWER MANHOLE IN FACE OF CURB
8 -01 -12
(6'DI NE)
(8"PVC E)
(12"PVC S) i' 374.89 -
(8'PVC NW) i "RIGHT M,
ONLY
�USINESS
SIGN /
V v v
'STOP"
°ANC E) -- _ --
!AP
_C d 35
1.12
92.35- - - 1j -
2
�m
• � , I'i c �
1
_ I 1
_STORM, CATCH
"I
F"I
38058
R91
1 `\
1
� FnAUN , LS =
EX. 8" A.C. WATER MAIN
1/
to
Iftj
0-
GLrr
-383.
GUT
OA
6,270 sf
1.71 Ac.
NDM.VL ARIEAUI (CA)
REQUIRED: 41
PROVIDED: 69
TE - 384.40
N. 2925069125
GUT / rTDAPO EROSION
/�304X 384.70 / CONTROL tANKET, PP.
rnr CONIC /
i
O I n
M
TBM #2 ELF/ 400.69 cl m
® °
E %. 8' D.I. WATER IN RR SPIKE z�
_ FOUND R R /CAP
_ P CE L � 1691
8- 1 -1
I
\ I
8" .I. WA
s i
S
cp
O
l
O
TW \
•
,
AN
1
\ -SE --c-AR f
EX. MANHOLE 01252 -2-
25,837 ADT (2012 397.78
IE, 888.13(TPVC E)
LE.= 388.08(8"PVC SE)/
I.E.= 387.78(8"PVC W)
IAnnru (c1
NO.
CITY OF
REVISION
O
SITE GRADING LEGEND
[�lOC�4Czl
SPOT ELEVATION
;980.00 HYDRANT & VALVE
® ®'•'
GRAPHIC SCALE
30 0 15 30
FLOW DIRECTION
•
WITH GRADE WITH
CLEANOUT
R�
SLOPE LABEL
3 1
SWALE /DITCH OR
CATCH BASIN
■
DIVERSION DITCH
- --
TEMPORARY EROSION
D
GRADE BREAK
CONTROL BLANKET
CONTOUR LINE
-900 -
CONC =TOP OF CONIC BIT = BITUMINOUS PAVT
-SAN RY SEWER MANHOLE
TC =TOP OF CURB RIM = UTILITY STRUCTURE
RIV-A 9.79
TW =TOP OF WALL
GUT = GUTTER REFER TO SPECIFICATIONS
G= GROUND SPOT FOR ADDITIONAL ABBREVIATIONS
FOR CIVIL /SITE AMMENTTIES
ALL TEXT & FEATURES SHOWN
SCREENED ARE EXISTING
FOUND REBAR/CAP
PACE LS #11691
all
,
AN
1
\ -SE --c-AR f
EX. MANHOLE 01252 -2-
25,837 ADT (2012 397.78
IE, 888.13(TPVC E)
LE.= 388.08(8"PVC SE)/
I.E.= 387.78(8"PVC W)
IAnnru (c1
NO.
CITY OF
REVISION
O
SITE GRADING LEGEND
[�lOC�4Czl
SPOT ELEVATION
;980.00 HYDRANT & VALVE
® ®'•'
GRAPHIC SCALE
30 0 15 30
FLOW DIRECTION
•
WITH GRADE WITH
CLEANOUT
R�
SLOPE LABEL
3 1
SWALE /DITCH OR
CATCH BASIN
■
DIVERSION DITCH
- --
TEMPORARY EROSION
D
GRADE BREAK
CONTROL BLANKET
CONTOUR LINE
-900 -
CONC =TOP OF CONIC BIT = BITUMINOUS PAVT
TC =TOP OF CURB RIM = UTILITY STRUCTURE
TW =TOP OF WALL
GUT = GUTTER REFER TO SPECIFICATIONS
G= GROUND SPOT FOR ADDITIONAL ABBREVIATIONS
FOR CIVIL /SITE AMMENTTIES
ALL TEXT & FEATURES SHOWN
SCREENED ARE EXISTING
\ AC E 1 S 71691
11\ w -0 S
] X. MA H LE X13 -2
II M 389 01 8"PVC N)
LE.=389. ( P 4W MAG
EX. T SAN LADDER (S 7 -19 -12
' ° J S 42` 51?' W
21.60'
FOUND REBAR /CAP
'2 DROPS, 1 LUMI a� PACE LS #11691
' ' I i o 18 -01 -12
FOUND 2" BRASSIE W /X'
DOWN 0.4'
EX. MANHOLE #13 -1 �0 7 -19 -12
= 211.1-3
T.��
F.-388.65 8.68(8°PVC NE)
- 66- 6&.68(8"PVC W)
'AnnER (S)
EX. 8"" SEWER IN
ASINJ I I I I I I I I 1 1 1
* SBTS AND HILL arr�c rtnrv: Nw 1
1 ` =30, x,mNa: NU 1Ym /1aY1
3MITTAL JV 08/14/13 �Er
3MITTAL JV 08/05/13
FETAL ET 04/29/13 oa,a KO a DATUM
N F Km qE eKa
BY DATE APPIR J
JEV
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: Date: X�
B Date:
BY: Date:
BY: Date:
R- 310009
BARRER FREE NOTES
t ALL PEDESTRUW FACIUMS SHALL CONFORM
TO THE LATEST "A. STANDARDS.
2. ALL IMPROVEMENTS SHALL BE BULT TO THE
GRADES AND SLOPES SHOWN ON THE PLANS.
FOR REFERENCE, MAMNL#A CROSS SLOPE ON
ALL WALKWAYS AND N ANY DIRECTION N A
BARRER FREE PARKNG SPACE SHALL BE t48
MA)GMLI 1 LONGrrUDNAL SLOPE ON WALKWAYS
SHALL BE t20. MAXI ILIM LONGIITUDNAL SLOPES
ON CURB RAMPS SHALL BE t12.
SURVEY BY
sn7s & Buz ENOn7E6RsC ma
4813 CENTER STIMEr
TACOMA WA 98408
THE (25S) 474 -9449
FAX (25S) 474 -0159
BRNCHMAM
All elevations are based on
NAVD 88 datum.
BM #11) Elevation: 400.968'
KC BM 'F89 (350' SE OF
INTERSECTION -
COORDINATES: N:165206.4,
E:1303281.4)
TBM #2) Elevation: 400.69'
Railroad Spike.
RRE is 100.00 (ARCH.)
as 384.40 (GVL)
o®
03/28/13
URS VELMEIR RETAIL PHARMACY 6�
KEITH OCONNELL GRADING PLAN -SITE :o K,
1501 4th Ave, Sulfa 1400 C 1.4
Se ., WA 98101 -3635
(206) 438 -2700
sea m
9