2019.0484.PR0010 Preliminary Site Plan, 2019.11.20ftE 5E!:4}
9
VARIES
RIw
10' 56'
FT
a C-
1'
1'
ul �
m
B' 7.5' 11'
11'
z
NET SITE AREA:
DWG. Na.
DENSITY
7.5'
6' S'
a
DES.
I DWN.
z
n
a
4.67 AC X 16=74.7 UNITS
rn
75 UNITS
x
z
� �
ARTERIAL SETBACK:
rY
m
r
m
10'
a
m
FLANKING SIDE SETBACK:
P
m
X.
P 2' CEMENT CONC.
ROLLED CURB
AND GUTTER
GENERAL NOTES:
1. "ON STREET" PARKING PERMITTED.
2. REFER TO RELEVANT SECTIONS OF THE
DEVELOPMENT GUIDELINES FOR ADDITIONAL
INFORMATION ON STORM DRAINAGE, STREET
LIGHTING, PAVEMENT STRICTURE, ETC.
R/W
CITY
10,
DEPT. OF
1'
m
ACCESS
RESIDENTIAL
a
NET SITE AREA:
DWG. Na.
DENSITY
7.5'
6' S'
m
z�
DES.
I DWN.
a
v
TOTAL UNITS ALLOWED:
4.67 AC X 16=74.7 UNITS
rn
75 UNITS
x
z
� �
ARTERIAL SETBACK:
35
SIDE SETBACK:
10'
a
�
FLANKING SIDE SETBACK:
m
PARKING
PARKING REQ.: 2 STALL PER
UNITS X 75=150 STALLS
GARAGE PARKING: 16 STALLS
4'
1
STREET PARKING: 46 STALLS
CITY
OF YELM
DEPT. OF
PUBLIC WORKS
LOCAL
ACCESS
RESIDENTIAL
APPROVED
NET SITE AREA:
DWG. Na.
DENSITY
4-7
R16 -HIGH DENSITY
DES.
I DWN.
I CKD. I DATE
WYNDSTIONE MULTI -FAMILY
A PORTION OF NW 114 OF THE SE 1l4, SEC. 24, TWP.17N, RNG.1E
WILLAMETTE MERIDIAN, YELM, WASHINGTON
21724420200
HENDRICKSON, RUSSELL
1" R
6" (MAX.)
PAVEMENT
d
8" (MIN.)
6" (MIN.)
COMPRESSIBLE FILLER (3/4" MAXIMUM).
CUT BACK AND PROVIDE SEALANT AT
ALL JOINTS WITH FILLER (TYP.).
5.0'
2.00% SLOPE OR LESS
4 . 4
L--4" CEMENT CONCRETE
SIDEWALK
N4TESs, 4" COMPACTED SUBGRADE
1. COMPACTION FOR CONCRETE CURB AND SIDEWALK TO BE 957 OF MAXIMUM DENSITY.
2. EXPANSION JOINTS SHALL BE 20' O.C. WITH 11C TOOLED JOINTS ® 5' O.C..
3. PROVIDE A LIGHT BROOM FINISH.
INTEGRAL CURB AND SIDEWALK
N.T.S.
30 0 15 30 60
1 inch — 30 feel
SHEET INDEX
SITE1 PRELIMINARY SITE PLAN
STM1 PRELIMINARY STORM A GRADING PLAN
PARCEL NUMBER
21724420300
SITE ADDRESS
15025 TAHOMA BOULEVARD SOUTHEAST
YELM, WA 98597
LEGAL DESCRIPTION
PARCEL NO. 21724420304; 15425 TAHOMA BLVD SE PARCEL A OF CITY OF YELM
BOUNDARY LINE ADJUSTMENT NO. BLA 140153 YL AS RECORDED JULY 18, 2014
UNDER AUDITOR'S FILE NO. 4400621. IN THURSTON COUNTY, WASHINGTON.
VERTICAL DATUM
NAVD 88
ONSITE BENCHMARK: TOP OF CONC, SE CORNER OF POWER VAULT ELEV = 346.55
PRIMARY BENCHMARK CONTROL FROM THURSTON COUNTY GPS CONTROL NO.
1252AZ 2" SURFACE BRASS DISK IN WSDOT CASE MON AT INT TAHOMA BLVD SE
AND SW BERRY VALLEY RD NAVD 88 ELEV = 340.02
BASIS 4F BEARINGS
MONUMENTS AND CORNERS FOUND AS SET PER PLAT OF TAHOMA TERRA PHASE
ONE, DIV 1, AFN 3830707. CALL. POSITION OF WEST LINE OF NW1 /4 OF SE 1/4
OF SECTION 24.
SURVEY BY
E,TRUE & ASSOC.
P.O. BOX 908
YELM, WA. 98597
(360) 458-2894
PROJECT STATISTICS
GENERAL STATISTICS
GROSS SITE AREA:
203,322 S.F.(4.67 AC.)
TAHOMA BLVD S.E. R.O.W.:
15,146 S.F.(0.35 AC.)
56' R.D.W. DEDICATION:
33,197 S.F.(0.76 AG.)
NET SITE AREA:
154,979 S.F.(3,56 AC.)
DENSITY
EXISTING ZONING:
R16 -HIGH DENSITY
MIN. UNITS REQUIRED:
8 UNITS PER GROSS ACRE
MAX UNITS ALLOWED:
16 UNITS PER GROSS ACRE
TOTAL UNITS ALLOWED:
4.67 AC X 16=74.7 UNITS
TOTAL UNITS SHOWN:
75 UNITS
SETBACKS
ARTERIAL SETBACK:
35
SIDE SETBACK:
10'
REAR SETBACK:
25'
FLANKING SIDE SETBACK:
20'
PARKING
PARKING REQ.: 2 STALL PER
UNITS X 75=150 STALLS
GARAGE PARKING: 16 STALLS
ONSITE PARKING: 145 STALLS
STREET PARKING: 46 STALLS
TOTAL PARKING: 207 STALLS
OPEN SPACE
OPEN SPACE REQUIRED:
GROSS AREA 203,322 S.F. x 10%=20,332 S.F.
RECREATION PROVIDED:
20,281 S.F.
PARKING OPEN SPACE PROVIDED:
4,157 .S. F.
TOTAL OPEN SPACE:
24,448 S.F.
PHASE 1 STATISTICS
PHASE AREA:
56' R.O.W. DEDICATION:
NET AREA:
TOTAL NUMBER UNITS:
PARKING REQ.:
GARAGE PARKING:
ONSITE PARKING:
STREET PARKING:
TOTAL PARKING:
113,631 S.F.(2.61 AC.)
33,197 S.F.(0.76 AC.
80,434 S.F.(1.85 AC.
36 UNITS
2 STALL PER UNITS X 36=72 STALLS
8 STALLS
53 STALLS
46 STALLS
107 STALLS
PHASE 2 STATISTICS
NET AREA:
TOTAL NUMBER UNITS:
PARKING REQ,:
GARAGE PARKING:
ONSITE PARKING:
TOTAL PARKING:
74,545 S.F.(1.71 AC.)
39 UNITS
2 STALL PER UNITS X 39=78 STALLS
8 STALLS
92 STALLS
100 STALLS
y YAU�
wnS11'v61 �a
47023 a rte
1 GIs
y s Q l:
WYNDSTONE MULTI -FAMILY
A PORTION OF NW 1/4 Of THE SE 1/4, SEC. 24, TWP.i7N, RN(i.1E
WILLAMETTE MERIDIAN, YELM, WASHINGTON
30 0 is 30 60
1 inch = 30 feet
N01.27'S5"E 589,28' TRACT B TAHOh�A TERRA PHASE 1, DIVISION 1
F�ASE -
i 8' ASPHALT PEDESTRIAN TRAIL OPEN SPACE -
- -- -- -- ----------------------- r J �n� ='Ss ��--
[r VERED..
TRASH. 4 •CO -GQ RE - ------ -- -- --------4 CA?
GARAGE GARAGE � � ACAR CO ED, _- ED 4 CAR
GARAGE
353351--
.75 1 I
_ _ RIM=348.35 [42} 8.5 x2C STA LS RIM=347.fi5 I
- {33} '8.5'x2O' STALLS .�_ . 0: ;r
!V
28'R f 28'R{TVP} EXTRUDED CURB�IYP} 48.25
TRASH
i a� � 1 j � j •� I
C0
C{VER COVERED OVERED . _ C0
IC4VI$RED CO RED i
2.6%
-- J - 1.9%
ExTUDED C[lRB�TYP� INTEGRAL CURB do SIDEWALK {TYP}
SEE DETAIL ON SHEET 1 a� INTEGRAL CURB do SIDEWALK (Typ) I
SEE DETAIL ON SHEET i ISI' 1
- --
RIk4=-351.95�a$
STEPS STEPS
f - ? 1.0% 1.0% L r l
48.90 �
■ ' 2, 12 ���
- 352.30 -0- 2 t�+ I rn r
BUILDING 4 -
---_442} 8.5 0' STALE OPEN CE BUILDING 3 ` i � -- - �
- 19 UNITS 20 UNITS _�x MAx. BUILDING 2 9.15 BUILDING 1 IE
12, 12, _ -- EL=353.3 EL=349.8 - - - 20 UNITS OPE PACE UNITS i !
-- - in I EL=349.8 EL=349.0
se -- 06 ,-
SECOND -FLOOR
�- OVERHANG 1
RII=351.95 STEPS STEPS: 48.8 jT . e P 1 I • 1 I !!
- -
- -- FIRST FLOOR
' 0
SECOND FLOOR
- --T` - - - - - --- OVERHANG ACTIVITY CENTER
-
------ _ - E- - - - - 8 STACKED 8'x9' PERKFILTER VAULT
3.9� , - -- - -- - - -- ,-- - -- - -SETBACK ---
--- ---------------- -- -- ----_ �����- 4.0% - ---� 4.0% --- _ --- --�- Ex. PO VAUL
52.2 9.8 - _ - -------------------- - _�- _ CBC I
PHASE LINE - - - - - - ENTRY _ n
' 7.7 _ •. A{7 MONllMENT
RIM 351.65 • _ A I
++ a :RIM 342.33:
i RIM=346.65 kl;i 1
52.70_
7.00 1 t
- --- _ _ .199 RIM=342,06
kti if
> CO. v+ J-41.75±
FIM=351.65 i {46} 7 x20 STREET STALLS -1
: iyL=346.65 1 ' 1 1 RIM=3 r' t !
-I
NO1'29'28"E 596.42
1 +
f
21724420200 1
HENDRiCKSON, RUSSELL