HomeMy WebLinkAboutGRD Plot / Site Plans - 12/28/2004 SECTION C TI 0 N 21
\ T 23 N, R 1 W, I`,m.
SYMBOL LEGEND \ \\\ �O �•9 \ /
EXIST. DESCRIPTION \ /o�Q , / ///d Z
PROP. 0• O
N/A PROPERTY CORNER \ \\ •O �O \\\ / + �/ X� /
Q N/A SURVEY REFERENCE PT \ go \\ /+/, ., / , //. = N
o CATCH BASIN \. #12321-42-00060 \ c \X ' o c
arye xl`' •7co !
T SIGN \ — /< �r>xv //B W '
cr ��
DITCH \ ' fi // / x ]ox 3 I
\ —�— GUARDRAIL
\ N/A ELECTRIC VAULT
\ M N/A TELEPHONE BOX 1 >f `.- '*� O
a N/A UTILITY POLE «C+++((( �,{, // a - co
\ PAVEMENT MARKING Y .
N/A TREE LINE C�
V
UTILITIES
—n——n— BURIED TELEPHONES.
OVERHEAD TELEPHONE
—r--r— BURIED POWER
—at——or— OVERHEAD POWER �l
\ .T- STORM �
\ —- WATER � �• / / �N , GRAPHIC SCALE
I hub 50 IL
/
SITE
�\
dl
rw V QO
By
� � r
ROB
/ / l`r S" / `' {Ig a SR-3 VOLUMES BY WSOOT
�` \ p p\ ' �Y' } /F j _-.• / ��I' Q INDEPENDENT ANALYSIS.
\ `.�'•� �• C I 4 K HORIZON YEAR 2005 °1 a
` y 02
or \ y ` / Kph t <7 roh d
�J67 ph - 1_4 � �1.2J9 -ph' W 4S+
b� L. i •rah' /��, SR-J Z W o a
• \ �d \ ,• { I PREDICTED PEAK HOUR (A.M.) PREYC70 PEAK HOUR (P.M.) 3
el(� db \ \off• - - % * 13� -`s J j I AVR 7H APPROAC�l m ,;o
r a , \ ti _ Z
t
FE
GHWA Y ETA TE HI U
TAPER RA IF- SS 1
aa ' �.� DIEG£LERA nON TAPER LEN07H- 16.1 -f
710EWA7ER CREEX 70 UNION R/4ER ClfAVA(a LANE INDTH- 1Z0' I <
5 ,�'� ✓� `X" oy x� 5?/EET 7 Q�MASON AaUN7>ES CHAWa TAPER APPLIED 70 N8LAWLA - QO'j 3
t� OMNNEL TAPER APPLIED 70 S8 LAW- 1Z01, - Z
DWA
(RErZR£Nc£av h7I: 910-eo)r— O
SpEEO UANT- 55 MPH
AMUX EX LANE WDN_ 11.50' APPROACH DESIGN.- N —,3
DZ-MO NORIHaoUND LAVES a 1 77P£- COMMERCIAL Z
PAS51A10 LANE(POR770V 00-PRCU LSVI27H) w9waE- W-50 J F-C9
E VS7WG SOU7H8WvD LANES 1 LL I m=
(R£FFRENC£DM flCt 9T0-?o) Z ix
4
A. � � ..:==.>>, � .�• / IRAff7C DF.S/r` - Z 0 e
� ' / / #12321-43-00130 N DATA Q
A►E114L DAILY 7RAFAC AD 2 �
DEWrwV HOUR Y IIXUME�V) L2005] ` U
D SPERCDVTA 55 mph WASHINGTON STATE DEPARTMENT OF TRANSPORTATIO_ N M s
tftWWAY CLASS` RURAI. pRWCIPAL AR �CCESS FAC/L/TY G � z
DESIGN CLASS P_J oNAy <
GT3DETRICS APPROVED 13LYWPIC•REGION
O - _ ASSISTANT ADMINISTRATOR s
6 ,fir' 'v nR PRD.IECT DE%VJFW£NT MKPIRES�,07 t 0
_ .. moo".•c r.ur.. ..c
GEOMETRKS APPROVED IN STATE RIGHT-OF MAY ONLY H W Y-1
_= _; .m
' o
PVI STA-1+00 g
PVI ELEV-114.10
n i
A.D. -5.50 N
K - 18.18
100.00' VC o
o,o
Z
o
+ z co
Ln
00
110 0 Ol
I j
03.
v)
DO.L
N oQ
co
v co
FlNISHEF SUBGRADE
EtEv. 9a.ot 1J,( Q Q
100 15'ACCESS ROAD W/ x
6'GRAVEL BASE ..
o
n
l Y
`I £A951W0 1EWNN 24'x 269'BOTTOM
80
PROFILE ` j RETENTION POND,
NORTH SR-3 APPROACH "r5' THE MINIMUM POND VOLUME AT THE IOO�YEAR DESIGN
HORIZONTAL SCALE: 7 = 50' CREST SHALL BE 1.0 ACRE-FEET,
DATUd/ELEV VERTICAL.SCALE: t" 10' v _ .r...,
770-00
�2 mo_ -h o$
g a"
0+00 14-00 2,00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 rri
c
0
FINISHED C'.IBGRADE
ELEV.98.01
EL. 98.03 EL.98.Ot
100 EL, 96.03 100 SEE NOTE 1.2 3 3 3
I� --SEED,FERTILIZER,k MULCH PERMANENT SEED MIXH b c
c i \ PROPORTION PERCENT PERCENT
BY WEIGHT PURITY GERMINATION II 7 m
la rr
3, t.1 o p m m
INTERMEDIATE GRADING LIFTS SHALL I� N ,:)N KENTUCKY BLUEGRASS (Poa protensls) 15% 85% 80% z�
BE SLOPED TO DRAIN SOUTH,TYP. m Blrka, Majestic, or Sydsport) < w v5 <
TALL FESCUE (Festuca arund mcea) 40% 95% 907, m V c
PER PLAN (Arid, Jaguar, or Rebe U �
80 fX/SAND 1FRRA/N 80
col PERENNIAL RYE (Lotlun perenne) 30% 95% 90% W
NOTES:
I 1. THE BOTTOM CROSS SLOPE OF SCALE SHALL BE LEVEL. THE BOTTOM CHEWINGS FESCUE (Banner) 15% 95% 90%
\ 4 I WIDTH OF SWALE IS SHOWN ON THE PLANS. Y w n
" APPLICATION RATES LU U o m
2. THE BIOFILTRARON SCALE SHALL BE UNED LATH A MINIMUM OF 4 INCHES 12
I OF TYPE"A"TOPSOIL ACCORDING TO WSDOT STANDARD SPECIFICATIONS. SEEDS 3 Ibs / t,000 sf 3 W
CROSS—SECTION FERTILIZER (10-20-20); 7 Ibs / 1,000 sf
S <N
` H STA 7+00 n r5* 3. THE SWALE SHALL BE SEEDED,FERTILIZED, AND MULCHED ACCORDING TO WOOD FIBER MULCH 30 Ibs / 1,000 sf LA:
h THE FOLLOWING: m J U
o o HORIZONTAL SCALE: a 1 50' RE '
60 a a VERTICAL SCALE: 1" 10' SEED 70XMIXnTALL FESCUE ALT0.BOYAGER,ORfAVAV m = z e
-100 0 100 100 J00 60 20%PERENNIAL RYE ) n C1 _ o o
10%WHITE CLOVER
APPLICATION RATE (PER 1G00 S.F.) o_
Z
5 LBS.SEED RIMELEV.98.003 0
7 LBS FERTILIZER(70-20-20)
50 UBS WOOD FIBER MULCH ca Z II
OPEN TOP = I
4. THE CONTRACTOR MAY BE REQUIRED TO PRCVDE THE COUNTY INSPECTOR LE.: 92.00 Ea,/ 95.00 N O urS
WITH DOCUMENTATION FOR THE SEED MIXTURE USED. J
5. SEEDING OF THE SWALE SHOULD BE PERFORMED BETWEEN MARCH 1 - MAY 6C.BB TYPE 2 Q 0
15 OR AUGUST 15-OCTOBER 1 ACCORDING Tl WSDOT STANDARD
SPECIFICATIONS. WITH THE EXCEPTION THAT SEEDING MAY BE PERFORMED 4,0 SOLID BOTTOM
FROM MAY 16-AUGUST 14 IF IRRIGATION IS I ROVIDED. ELEV. 90.00 UJ Q
6. SODDING OF THE SCALE WILL BE ALLOWED FRONDED THAT THE SOD MEETS _J 3
THE SEED MIXTURE SPECIFICATIONS USTED ABOVE,OR IF THE SOD IS OVER W 0 Z
SEEDED WITH THE APPROPRIATE SEED MIXTURE AT THE NEXT AVAILABLE (, F.CO
PLANTING TIME. DETAIL Z
POND QVF50W ST:9
In
scALE: 1=T O a 0 Q
4F N—0
V Z r
ti Wp Z
(N J
IF PLOTTED DRAWING SIZE IS NOT w
24'x36', DRAWING SCALE WILL BE
DIFFERENT THAN THE SCALE SHOWN 1EXPIRES 07 13 03
D_2