HomeMy WebLinkAboutBLD Plot / Site PlansH17d3H
1d1N3INNO N3
C
S
TIC
BARBED WIRE
5 STRA\S
\-1B RS E
E
NC
WIR
GRAVEL DRIVEWAY
GRASS YARS
0 0
S 88020/032" - 2012,53
0 0 0
° a � d a 0
1985,25
3AR3ES WIR
2091,85
S 88°22'32"
CASCADE \AT
RTH EI\_
CTI-\ 25
-0 9/ 9
RB-
0 0 c 0
WIRE
RA L GAS 50' R/W
1 2121.98
A \
SCAB_
1"=100'
35'
SE OT
E
R S
E
VAS
\ P)
-CTI
R-C RD,
\ C \
E 50' RW
W\S
IP PO\I) RA\
SJBSIVISI- \, S RR -TV
V_E, 14, RG, 123, R=C_R
TY, WA,
[EVRHEA3 I' WE
_B \NEVILL_E_ IG
R
L 1\ES
VHL TALE
W
0
O
CD
CD
i
LT)
C
R,,
25
I
5S
1 S
P FL
O
L
P
4 - R
/ S
\ RT
S-CTI
S
JT
25
RV-Y
\ D
TL PLA\
L
\DA
A\
P PLA
VAT-
RAO
E VA
C
R �L
TI
\S
\ TER EI\
A\
\S
\S
v
YisY2-5 • 2.2_: Moto
REVISIONS
DESCRIPTION DATE
SITE
0 SHANE OGG
311 WEST SHELTON VALLEY RD.
SHELTON, WASHINGTO\ 98584
SHANE OGG
-�i P.O. BOX 1764
n, SHELTON, WASHI\GTON 98584
CO
7
Er
<
La__
CD
O
DRAWN BY: JLO
CHECKED BY: JLO
SCALE: 1 '-0"=100'
DATE: 7/5/04
SHEET NUMBER
1
of
7 7
HILBURN - DRAINAGE CALCULATIONS
1. Total Area - 2.7 acres
2. Impervious Area - 2.4 acres
3. Developed Area - 0.3 acres
4. Impervious Area Runoff Coefficient - 0.95
5. Developed Area Runoff Coeffecient - 0.20
6. Q50 = C.I.A. = 0.95 (I) (2.4) + 0.2 (I) (0.3) x 60 =
140.4 I cu.ft/min. C.F.M.
7. Use 12.0 min./in. for desgin (6.0 min./in. has been found
at other areas on the site).
8. Q percolation
Drainfield 600 1.f. x 4" = 2,400 Sq. Ft. (new)
800 Sq. Ft. (existing)
Retention basin 40'x50' = 2,000 Sq. Ft.
Total 5,200 Sq. Ft.
Qp = 5200 x (1 in/12min) (1 ft/12in) = 36.1 cu.ft./min. CFM
U.S. WEATHER BUREAU T.P. No. 25 RAINFALL INTENSITY CURVE
TIME/ Qperc 50 Year Q50
MIN. 36.1 cfm Intensity 140.4 I cfm
10
20
30
40
50
60
70
80
90
100
361
722
1083
1444
1805
2166
2527
2888
3249
3610
2.6
1.8
1.42
1.22
1.10
1.0
0.91
0.87
0.78
0.72
3650
5054
5981
6852
7722
8424
8943
9772
9856
10,108
DIFF.
Q50-Qp Cu.ft.
3289
4332
4898
5408
5917
6258
6416
6884 MAX.
6607
6499
Maximum Storage Required 6884 Cu. Ft.
Available Storage
Perforated trench - 800 L.F. x 4ft wide x 3ft deep
Retention Basin 40 ft. x 50 ft x 2.5 ft. deep
(ADEQUATE STORAGE) Total
E.\v 8"
•
45, 000
CjAL.
\VATEP,
P,ESERVE
(SEE SHEET
AME -z)
1.It'\V 8" 4ALV.;- COKl.t1CT .
ExxMT. PVC, SERVICE
►JE ((PvG MIIY 13E USED
TC \VrTHIW Z'sO' OF \/ALL
•JE�-1WgTALL PV GALv
Ac P ER - SEE NOTE wM1L
\\
-w
' \
SCOTT HILBURN FORD
SHELTON WASHINGTON
3' PVC --GON6IECT To ExIST4.41 3" PEEDLING (PUG)
d 1.101E *ML DETAtL.5
w3'
MERCURY
-SEE SMEET" AME - 2, FOR GtE►-1EPIAL ELE.CTP,!GAL ZMEGNA lIGAL SITE NorEg
- 5EE 5HEET AME -2 A-5 FOR SITE DETAILS
- SEE.
-SEE
-- SEE
-`5EE
Fop, HOgrE VALVE DETAIL -
FOP, STORM DRAIIJAGE TP,EI.CH t7ETAIL-
3 F-0P-, F',E TE1•ITIOI-1 PSAS 1 IJ 17ETAlL
10R CA-iC-4 E AS I -J f7E.TAI L.
- SEE SHEET A-7 FOR V►G11.11TY MAP
ASSUME-GO�Dt1GTOR551ZE ADE EgUATE --110TIFY ARCH ITE.
GT IF OT4-1ER \v IgE)
0
N
l
Ex15TII.IWATEPlLII.J= (EW)-TYP
ewe'
r• -GAP F
REMOVE TRELg )--_---'Ne.) 8u
-C . 6. 4 '1
P+1 M 200.4 5',
94V. I. . '0
EMPTY ♦" PVG
4" C0wPurr-1Tu ,
UP NEAP, E--EC.
PANELS
OU TA MI '
PAV I NC (AL.T.'
�_-.. .31@ _QE'-is-AYil.
0 EX 19T. FriP►C H Y f7P1A1Jr
24' WIDE GRAVEL .31-40ULPEP,-5EE aJOTE. * G4
TYPE ', L1 HT FIXTUP-' } POLES
- TYP OF > ' - SEE FIXTU e 5 Het,.
p'P�, 1 PET. aN AME-2 A' rG
4 W >N N _ _
VITC H fair-AEGFNArJE �DR A'S
I" PvC••
Mnu.18" DEEP
-
A!-cPr+o� QQ.
up,e Lite
-VV./ V./ till:. -g P3`
FJE
i TAtK
FUEL PUMP
Iv
NOTE : A L. P AV I IJ G \Y EST OF T 1-415 LAE l 5 A 1..1 --7 a.
ALT Po-1ATE - SEE SPECS
f 30 -0I LPAVIAL1-!
30'-o"
(Av I I 4) h_..
0 (el -pot
zo
ST
PU\D FO L-0 VA0\ 4.TEPpA1JE )R TE.LE P� .
SAME TP+EI.ICI�I. C Eia. CO1.1T. 'TO C.OL7P,DiI-DATE
CWMMUNICJ TpW
PLOP NFLOAET G0►JTP1Ot.-43 11.1 RESEP W',OIP,
LOGA d►:.I ANDE}jD GoILED fOFS u5E. LI E SsuMEC`'R,
----� P.L11J `W/ EXISTIIJ4 3 " PSEDLIi4E
4_Atif vA (- _-_-..�----..__.- _ - - Ew 3
CAFa,TURE .15E*rc.--•)( 0.-r-i:OHTgr, 514 kt
r'
E „ XIg'•��1
i0-4 L0I.14 Gut/
I V2" 'VA TE12, ‘3 VC
12
�?�ISTlt-ac,j HILF UP.1..1 POAP
I I-
12'
HY DP►ANT to' ,W 1 DE
5E 440TE * 4 E
�SPEEv Iqu�,+P
ST
.} ^ PiMAhAEYE +" 8"
1 Col ELT TQi S * 1117 E'!"ST U P .
\M ► \
fit i > c7 .O'1li
'I A .
�M
._`r-k- a0.46 of PAVI*r3G 201.3,
Q ,--Qpi.P,Y-,I6.Ic,1 5PAG� P��AII.IT
c.L. STp,1PE5 SEE E Mr
v •.
!.1
N
4''C.D. --sk\
�A1Y4J_ AGUE SEE No TOP, .i--f
f Q,
u
ODE REQUIREMENTS
CODE: 1979 Uniform Building Code
OCCUPANCY: Shop and Parts H4
Offices B2
TYPE OF CONSTRUCTION: VN
Allowable area:
Shop and Parts: 5,100 S.F.
Increase for setbacks 5,100 S.F.
Total 10,200 S.F.
Offices
Increase
8,000 S.F.
for setbacks 8,000 S.F.
Total 16,000 S.F.
Actual areas:
Shop and Parts
Offices
7,510 S.F.
2,288 S.F.
Fire separations: 1 hour between Offices and Shop/Parts.
FILL I1►I Eh1STING RETE►-.lTIQ.J eAS11.J
-CAP Ex15T. 8" FOR FUTURE USE
- -- E X 1 5 T. C.
Cr,
LINTED c31q1.1 --SEE NOTE *` E3
200'
CO •►1EC
C
T TO Ex1 ST1 oHaTo-ELLGTP, IG
STEM EX►STING P.U.D. TRANS -
1■OG4MaP.5 •(
Fti IM t99.75'
EXIST. C . E5, p,1 K/I Zoo . 5
CO T NEW ♦' SANITARY SEVER<5S)
TO EMS ISEPTIC TAW - AEA►.ID0I-1
L11JE T EY•15711.46 oFFIGE
P.�• P,IM 201.3'
PJROpEPITY L.I►.IE (T` F') J
LrEGE4�ID
Eh! EX15TIF.1\VATS R
------ -EP FO\VE'R
STSTORM 5E\YEF,
5S 54NI1-AP0( SE\VEP,
Yf \VAT E P) L. IE
C. g . = SATC H F A511 1
G. o, GLEAM our
kHz. - NOT IN CONTRACT
/ /
t
0
cdi
W
0
W
0
SHEET CONTENTS:
FOSTER, AIA & ASSOC
Z
cc
VI
III
� o
O atig
W
o
MEM Q►
= c
U `
CC 13
Q
m
tN
cv
O
CC
V
CC
W
1
a
cc r
oCC 0
co
,
(o o
J
O r
E v>
+r _o
o
3 ;
C.)t
d o'
V) Z
Washington