20090023 Site Plan 02022009VICINITY MAP
PROJECTINFO
OWNERICLIENT:
0
89TH AVE. SE.
46,402.42 SF / 1.07 ACRES
PETRA ENGINEERING, LLC
15802 104TH AVE.
SE 535 DOCK STREET STE. 213
YELM, WA 98597
�
C -1 (COMMERCIAL)
� z
w
SURVEYOR:
Z
0
a
15'
P.O. BOX 110700
93RD AVE. SE.
TACOMA, WA 98411
10'
TEL: 253 -404 -0983
UTILITY POLE
yFl
aIALF
ANCHOR WIRE
IS
FOUND MONUMENT AS NOTED
®
m
O
SITE
A
PROPOSED SANITARY SEWER MANHOLE
•
D
O
EXISTING STORM DRAIN MANHOLE
r
PROPOSED STORM DRAIN MANHOLE
❑
EXISTING CATCH BASIN
0
PROPOSED CATCH BASIN
.0'0
EXISTING WATER METER
FILL SPECIFICATION
FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS,
OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS,
TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL.
OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE,
ORDER, OR STANDARD. -
TRENCH NOTE:
IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION
FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE
OPEN PIT REQUIREMENTS OF WSDOT SECTION 2- 09.3(3)B, IT
SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE
SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA
ENGINEERING ASSUMES NO RESPONSIBILITY. ALL TRENCH
SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE
WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER
49.17 RCW_
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY
VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE
TO LOCATE EXACTLY AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO
LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
TOPOGRAPHIC NOTE:
THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN
ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, PETRA
ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR
FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THESE DRAWINGS AS A RESULT.
CALL 48 HRS
BEFORE YOU DIG
1- 800 - 424 -5555
HETLAND
SEC. 24 / TWP. 17 /RGE. 1 E., W.
(2,654.14' PER R.O.S. vPO1PG.9)
V,
ATTING CAGES
[ARY SITE PLAN
THURSTON COUNTY, WA CITY OF YELM
\ \�' }:
\
ZK
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rfi i r.
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- __._
t J MATT � r laf _ z
u v
i ", ; MATCH
` ! S88'i6'2CE 115 00
77 T�7
F.
r
otiF i, My tWR C__i
34T
I STEP TANK —�
� 0.T
!
& LANDSCAPE
BUFFER-----1
l 2 2�2�0
A --
- PpN
6" PVC @ 2.0 %_�zI
20' W IDE ASPHALT
L ACCESS ROAD
v$
62LF 6" D.I.
@ 1.6%
344.80
SOCO 345.60 z
IE= 343.30
43LF 6" DA.
@ 1.6%
PROPOSED FIRE
HYDRANT LOCATION '
Y
346.50
CULVERT ENTRANCE
WITH TRASH RACK 345.50
34670
I
k
CONNECT TO ROOF
DOWNSPOUT
�.
10'cttt
346.75 r/
'
1.
— _
PROJECTINFO
OWNERICLIENT:
ENGINEER:
TERRY HETLAND
46,402.42 SF / 1.07 ACRES
PETRA ENGINEERING, LLC
15802 104TH AVE.
SE 535 DOCK STREET STE. 213
YELM, WA 98597
TACOMA, WA 98402
C -1 (COMMERCIAL)
TEL: 253- 752 -7617
40'
SURVEYOR:
CONCRETE
PRIZM SURVEYING, INC.
15'
P.O. BOX 110700
20'
TACOMA, WA 98411
10'
TEL: 253 -404 -0983
FILL SPECIFICATION
FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS,
OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS,
TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL.
OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE,
ORDER, OR STANDARD. -
TRENCH NOTE:
IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION
FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE
OPEN PIT REQUIREMENTS OF WSDOT SECTION 2- 09.3(3)B, IT
SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE
SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA
ENGINEERING ASSUMES NO RESPONSIBILITY. ALL TRENCH
SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE
WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER
49.17 RCW_
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY
VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE
TO LOCATE EXACTLY AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO
LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
TOPOGRAPHIC NOTE:
THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN
ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, PETRA
ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR
FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THESE DRAWINGS AS A RESULT.
CALL 48 HRS
BEFORE YOU DIG
1- 800 - 424 -5555
HETLAND
SEC. 24 / TWP. 17 /RGE. 1 E., W.
(2,654.14' PER R.O.S. vPO1PG.9)
V,
ATTING CAGES
[ARY SITE PLAN
THURSTON COUNTY, WA CITY OF YELM
\ \�' }:
\
ZK
Q
rfi i r.
Tr 4 . ")
- __._
t J MATT � r laf _ z
u v
i ", ; MATCH
` ! S88'i6'2CE 115 00
77 T�7
F.
r
otiF i, My tWR C__i
34T
I STEP TANK —�
� 0.T
!
& LANDSCAPE
BUFFER-----1
l 2 2�2�0
A --
- PpN
6" PVC @ 2.0 %_�zI
20' W IDE ASPHALT
L ACCESS ROAD
v$
62LF 6" D.I.
@ 1.6%
344.80
SOCO 345.60 z
IE= 343.30
43LF 6" DA.
@ 1.6%
PROPOSED FIRE
HYDRANT LOCATION '
Y
346.50
CULVERT ENTRANCE
WITH TRASH RACK 345.50
34670
I
k
CONNECT TO ROOF
DOWNSPOUT
�.
10'cttt
346.75 r/
'
1.
— _
SITE DATA
EXISTING
93RIDAVE. S11V
` \
46,402.42 SF / 1.07 ACRES
SITE ADDRESS:
9300 BE YELM AVENUE
>II
YELM, WA
ZONING:
C -1 (COMMERCIAL)
MAX. BLDG. HGT.:
40'
SETBACKS:
CONCRETE
-FRONT YARD:
15'
-REAR YARD:
20'
-SIDE YARD:
10'
O
UTILITY POLE
•-
ANCHOR WIRE
IS
FOUND MONUMENT AS NOTED
®
o� r
O
EXISTING SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER MANHOLE
•
PROPOSED SANITARY SEWER CLEAN -OUT
O
EXISTING STORM DRAIN MANHOLE
®
PROPOSED STORM DRAIN MANHOLE
❑
EXISTING CATCH BASIN
0
PROPOSED CATCH BASIN
01
EXISTING WATER METER
1.0%
FINISH GRADE SLOPE
—x—
FILTER FABRIC FENCE
—SS—
UNDERGROUND SANITARY SEWER LINE
—SD—
UNDERGROUND STORM DRAINAGE LINE
_w_
l
I
I
I
T346 LOCATION
SIGN
LOCATION
CONVEYANCE I
SWALE
I
PROPOSED CULVERT
FOR FUTURE DRIVEWAY I
LOCATION I�
" —SEWERSTUB
CAP & MARK
WATER STUB
CAP & MARK
J ROOF DRAIN STUB
P 8 MARK ,
34
� CA- ---
346�00 5.35
�3:1
POND BOTTOM
I� 3.1 ELEV = 340.50
345.30
342.70 T3A
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1F500
FF =347 QO
4t
-°o PROPOSED BATTING
CAGE BUILDING__ _
80'X100'
8,000.00 SF
7.880 -__ -_-
f Y �4 4r1
sr ra „iJ,
ri vU �
n
4 AS
M1 r^ 2
�I Q
1" = 30' I
I Q
0 15 30 60 ?
PRELIMINARY
NOT FOR
CONSTRUCTIOr
FOUND MAC NAIL 0.06'S, OF
SUED OSION UNE, HELD FOR
SR -510 CENTERLINE CURRENT
CONSTRUCTION ON ROADWAY.
POSSIBLE POINT 836AZ POSITION,
1219108
S
C I
, ,
1 . x g
IpN L� , ! 4zL'
-- EXTEND TO EXISTING 8'; BLOW OFF ;7\
@ S.W. CORNER OF INTERSECTION
FUTURE COMMERCIAL \
�> DEVELOPMENT
& LANDSCAPE \
BUFFER
I'
F � _
RY t�? IC Yayj.;, I
I L! INFILTRATION POND
r D DWL= 342.70
r046,00 _
0
1111 f ,T WIDE @
1 TO OFLBERM
i i'i AtP'136FILTRATON
t I $WALE @ 1.5%
345 80
—
H�ASPHALT WEDGE
,'CURB
00 PROPOSED DUMPSTER
r
LOCATION
21� G
i QN
L' AREA BREAK DOWN:
BUILDING: 8,000.00 SF _
PARKING STALLS: 16 . I
EXISTING WELL HOUSE
TO BE DECOMMISSIONED
i
15' LANDSCAPE
BUFFER
LEGAL DESCRIPTION
\ 24 -17 -IE NE NW W 115F OF E230F OF W345F OF N432F LESS
N30F R D
SYMBOL LEGEND
SITE DATA
PARCEL #:
21724210600
SITE AREA:
46,402.42 SF / 1.07 ACRES
SITE ADDRESS:
9300 BE YELM AVENUE
>II
YELM, WA
ZONING:
C -1 (COMMERCIAL)
MAX. BLDG. HGT.:
40'
SETBACKS:
CONCRETE
-FRONT YARD:
15'
-REAR YARD:
20'
-SIDE YARD:
10'
SYMBOL LEGEND
�
II
-- `- -
- EXISTING CONTOUR
- - - -- 350'- - - --
PROPOSED CONTOUR
/WYYYI
CLEARING LIMITS
>II
PROPOSED ASPHALPCONCRETE
DEXISTING
z
CONCRETE
01
TELEPHONE RISER
�-
FIRE HYDRANT
D4
WATER VALVE
O
UTILITY POLE
•-
ANCHOR WIRE
IS
FOUND MONUMENT AS NOTED
®
CALCULATED POSITION OF MONUMENT
O
EXISTING SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER MANHOLE
•
PROPOSED SANITARY SEWER CLEAN -OUT
O
EXISTING STORM DRAIN MANHOLE
®
PROPOSED STORM DRAIN MANHOLE
❑
EXISTING CATCH BASIN
0
PROPOSED CATCH BASIN
01
EXISTING WATER METER
1.0%
FINISH GRADE SLOPE
—x—
FILTER FABRIC FENCE
—SS—
UNDERGROUND SANITARY SEWER LINE
—SD—
UNDERGROUND STORM DRAINAGE LINE
_w_
UNDERGROUND WATER LINE
}o
SIGN
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STREETLIGHT
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