20140213 11X17 Site Plan 07172014 (2)CORNER PLAZA DESIGN CONCEPT
AN ENLARGED CONCRETE PLAZA AREA CONTAINING YELM PHYSICAL THERAPY
A BENCH AND 2 -SIDED CMU SIGN TO MATCH THE
BUILDING IS PROPOSED. THE PLAZA STEPS
IN- AND -OUT WITH THE BUILDING CORNER AND IS
SURROUNDED BY LANDSCAPING. THIS AREA WILL SECTION 19, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M.
BE GENTLY LIT AND ACCENTUATED BY BUILDING
FACADE AWNINGS. YELM, WASHINGTON
FOUND 1/2 "._.�
IRON PIPE --
0.45' BELOW _
ASPHALT _ - --- -- "
.............. - __..._..,.m.. - -__ ___. .._.._-- �_...._._..._
YELM ' A VENUE WEST (SR 510 YELLOW
.URN LANE
STRIPING
----- ...___
g3 EP
r
I I
EX. SIDEWALK
N49'30'12 "W 100.00' ki RIGHT -OF -WAY LINE
ji A - - -� -- t---- ..,".�
!e y - - - { - - - - z DEDIGATION
R35.0 7 d f r r -I r 25 -7
MIN. 8' WADE TYPE II PERIMETER
1 ° ° BENCH ' E LANDSCAPE
I I I
PROPOSED PHYSICAL
I I
I I THERAPY OFFICE 34.0
1 I ► I CMU, ±2,632 SF
1 I I I L t
III i r" w b.o Bd.o 10.0
3 d 1
5.0
"LOCAL ACCESS COMMERCIAL" I I "'\ ° e �- r REFUSE & RECYCLING (SCREENED)
HALF - STREET FRONTAGE
IMPROVEMENTS PER CITY DETAIL 4-6
\ n
r� r�
I i LJ LJ.
20.0
T
I
I d
4' R/W DEDICATION
MII
MIN. 8' WIDE TYPE II PERIMETER
LANDSCAPE
23.0 I
W (III
6.0- 5.0}-8.5 72.0 9.0 8.5
1 -
(TYR
VERTICAL DATUM
BENCHMARK: BRASS (MONUMENT O THE
INTERSECTION OF YELM AVE. & TAHOMA 20.0 I ((�� I I ""�'�. - 1
BLVD. THURSTON COUNTY CONTROL POINT
No.1252 1 I jl -5' H €GH FENCE L €NE
ELEVATION = 347.205 0D ( O I�j
EXIS17Ns i �- '•~
v GRA+ .. _...... ._.._..., ._....
L U `�__.�. T%S - ,. <,'�, 1.0 5.5 _.,� ..._. .,,K__...- ..__._..._._�- ___. .._...X.._.
I ca E
o +�
SO EX €STING o ALLEY
- -
I 3 I I �T -- _ w -- - - - -- GRAVEL - _ - �----- - - - - --
I ! f ___ -- -------- - - - - -- -- - - - - -- - - - - -
K
h I I I �_.
I o
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I �
SCALE: 1 " =10 FEET I R2010 I EXISTING MIN. 5' MDE TYPE II PERIMETER
it
I
I I LANDSCAPE ALLEY FRONTAGE TO BE PAVER SHED
0 5 10 20 I I 1
BASIS OF BEARINGS:
NAD 83/91 BASED ON THURSTON I I
COUNTY HIGH PRECISION NETWORK
POINTS USGS -PTS -6 do 1252 25' 25'
I I
VICINITY MAP
N.T.S.
G7(7,
i'
sl TE
PROJECT INFORMATION
OWNER /APPLICANT: SEAN SIPE
4740 AVERY LANE SE
LACEY, WA 98503
PARCEL NO- 75300400100
SITE ADDRESS: UNASSIGNED
YELM, WA 98597
ZONING: CBD
SITE AREA: 12,000 SF (0.28 AC)
R/W DEDICATION AREA: 1,071 SF (0.03 AC)
NET DEVELOPABLE AREA: 10,929 SF (0.25 AC)
PARKING STALLS REQUIRED: 9 (1/300 SF)
PARKING STALLS PROVIDED: 15
GRADING: ±325 CY CUT & ±450 CY FILL
(FOR APPUCAT10N PURPOSES
ONLY)
IMPERVIOUS SURFACE 4,900 SF PARKING LOT
COVERAGE: 502 SF SIDEWALKS /CONCRETE
2798_ SF ROOF
8,200 SF (75% OF PARCEL AREA
- AFTER R/W DEDICATION)
SOILS: SPANAWAY GRAVELLY SANDY LOAM
(HSG B)
SANITARY SEWER /WATER: CITY OF YELM
POWER /GAS: PUGET SOUND ENERGY
TELEPHONE/FIBER: CENTURYLINK
CABLE TV /FIBER: COMCAST
FIRE DISTRICT: YELM
REFUSE /RECYCLING: PACIFIC DISPOSAL
BUILDING SETBACKS: 0'
FEMA FIRM DESIGNATION: ZONE X (53067CO353E)
LANDSCAPE NOTE
LANDSCAPING WILL MEET CITY OF YELM LANDSCAPING
REQUIREMENTS PER YMC CHAPTER 17.80. A LANDSCAPE AND
IRRIGATION PLAN WILL BE PROVIDED WITH THE FINAL CIVIL
CONSTRUCTION DRAWINGS AND APPROVED PRIOR TO BUILDING
PERMIT ISSUANCE.
WELL NOTE
THERE ARE NO KNOWN DOMESTIC WELLS LOCATED WITHIN 200'
OF THIS PROJECT.
SURVEY NOTE
THE BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
DEPICTED HEREON WAS PREPARED AND PROVIDED BY LARSON
& ASSOCIATES. THIS SURVEY INFORMATION WAS NOT FIELD
VERIFIED BY OLYMPIC ENGINEERING AND OLYMPIC ENGINEERING
ASSUMES NO LIABILITY IN THE ACCURACY OF THIS
INFORMATION.
SCANNED
JUL 2 9 2014
sue• F R! Tr
JUL 222014
it
SHEET INDEX
1 SITE PLAN
2 PRELIMINARY EROSION CONTROL, UTILITY, GRADING, AND
DRAINAGE PLAN
3 PRELIMINARY DETAILS
SEC 19, TWP 17N, RGE 2E, W.M.
- I I _......._._.___. __.- .__......- WHITE '_ANE STRIPING
-FOUND 1/2-
IRON PIPE �
I a u
BELOW
ASP -'
ASPHALT
0
YELL OW
YELM 'A VENUE WE T (SR 510) TURN LANE
h STRIPING
d
G SD CB 211 TYPE I
C 34615- G G G G G G G G
3 __ lE 343.90 12" NE &SW
_.
EXFIRE - ___...___. .____,._. __. _. _..._..._.. _..__ .... .. .. .,_..------- _- ._.__..._ __. ....... ..._ _...__._..- _�..._.....�_._�- EP
HYDRANT
f
I a CB
EX. SIDEWALK
d . It =343.64 a N49.30'12 "W 100.00' RIGHT -OF -WAY LINE
R/W DEDICATION
RD RD -- -per - � Ro - - - --
1 ~ r / / •j
etnlCH
z I 12 "0 BYPASS ( - 346
/ I
51 o STORM PIPE I -- \
I
SILT FENCING AROUND PROJECT
91 I I PERIMETER (BMP C233) E PROPOSED PHYSICAL\
SOIL QUALY POST - CONSTRUCTON HYDRANT
THERAPY
AND DEPTH IN ALL LANDSCAPE AREAS I I I I w / � � OFFICE
(BMP T5.13)
I I 1 4a I POST- CONSTRUCTION SOIL QUALITY
AND DEPTH IN ALL LANDSCAPE AREAS
\ (BMP T5.13)
SD CB 111 151 TYPE 11� SD 8 "GONG D
RIM-34-5.80 (SOLID)
IE= 342.69 8' SE I
1
I � d E .. 4 "0 GRAVITY SEWER
RD ► RD RD - AD RD -!� Rp
"LOCAL ACCESS COMMERCIAL' I I a -_
HALF - STREET FRONTAGE a ° a
a.
IMPROVEMENTS PER CITY DETAIL 4-6 � � \ � � • � - 3 ° � a ° ° id ° ° � a '
I
1,000 GALLON STEP TANK
° L J J.
0 �
ZI I I o
a
3
6 "0 ROOF DRAIN TIGHTLINED TO
d 1 I INFILTRATION TRENCH
zI I I '• ! 4' R/W DEDfCATION
BAYSAVER VAULT WITH ONE INFILTRATION TRENCH W I ,
I o BAYFILIER CARTRIDGE. SEE /
DETAILS ON SHEET 3. 8 STORMTECH CHAMBERS. SEE
a DETAILS ON SHEET 3.
(5.25'W x 601)
/
I �
STORM DRAIN INLET PROTECTION
"1 I
_77, (BMP C220) IN ALL NEW AND
I w
EX. CATCH BASINS (TYP.)
0
VERTICAL DATUM I �� 2G� a 1 Z3ti {�{E: 9
NGVD 1929 -
BENCHMARK: BRASS MONUMENT* THE C� Pip. a 3
INTERSECTION OF YELM AVE. k TAHOMA Q'� I + y 12 "/ PVIC STORM
BLVD. THURSTON COUNTY CONTROL POINT I ry I +� ? CB f ( ") �/ -5' HIGH FENCE: LINE
No.1252 SOMH !1426 I . �I
ELEVATION = 347.206 TYPE If -
RIM = 344.51' D
W /BEEHIVE GRATE
W /CENTER CONE 1 0 S�IEP SEAR TAP I GATE IE= 339.83' (8 ") PVC SW I I Cli EXISTING GRAVEL ` ` ` y '" 34 6 1
IE =339 81' (8') PVC NE Ir I I 3 sK. - -..._ * .....__._..._....�,��. -- - .....,._-
IE= 340.05' (4 ") PVC NW
55 I I SST --- -- -- --
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I T T T ` _T — _ _ '� ;A�...� �xI ALLEY ss — CB I= - -_T T -- GRAVEL -- _ -r -_ _ - - - - - _
TCs �- W - - -' -� -
j
W a 5 8 ALLEY FRONTAGE TO BE PAVED
SCALE: 1 " =10 FEET I I I R20.0� I / " DOMESTIC ExISTNG
I I I
WATER SERVICE 8' WIDE SHED
0 5 10 20 J I I EX. WATER METER BOXES,
1 I I a CONSTRUCTION ENTRANCE TELEPHONE RISERS, ETC. TO BE
BASIS OF BEARINGS: I I wa I \ (BMP C105). LOCATION TO RELOCATED OUTSIDE OF l
NAD COUNTY 83/ I BASED ON TNETWO N I I I BE DETERMINED BY CONTRACTOR. PAVEMENT j
COUNTY HIGH PRECISION NETWORK
POINTS USGS- -PTS -6 k 1252 25' 25' I
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PO Box 12690
Olympia, WA 98508
OLYMPIC 360.705.2474 office
ENGINEERING 360.705.2443 fax
www.olyeng.com
Civil Engineering • Land Planning • Project Management
I
CHRIS
8 m
&� z
DESIGNED BY. Cmm
DRAWN BY-Cmm
CHECKED BY:
SCALE: N.T.S.
DATE: 7117L1 4
PRELIMINARY DETAILS
I I
YELM PHYSICAL THERAPY
CITY OF YELM WA
NO.
DATE
REV SIGN