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'p' STA. 38 +31.67, 2.6)' RT. ! _ . _ - - .. _ `` •-- - ' °v
-- 'G' STA. 62 +74.92, 11.51' RT.
1 - 10 "x6" TEE (FL)
- 1 - 6" _G. V. (rLxMJ
cow
N00'59100 "E 665.47' !,
1 - 10" TEE (FL) R ''
•y
1 - 10 UNIV. FLG. ADAPTER
- - - 1 -..10"W REDUCER (FL)
_.._- - - - _ _ ___ _ __ -_- -- _ - - - -- -- --------------- - - - - -- - 1 -_. 4" G.V. (FLxMJ) __ -- _�- _ -. -- - - - - -- - .
10"'- G.V. -- (FLxMJ) 1 -f
IkOCK
cS 1 � � ; • "� j i • ---- -. ; ; � 250 , . _ _ - - -- - _ `=�' ` (G1 2) __ � • � ' .
` ~ ' (G8)
l05 I I i - -...__ _._ -4b-- 'D' STA. 38+ 29.3)v
,) i _ ,
l z x(18.6) RT. \ .
F. H. N0. 6 1 ALIGNMENT
RT. 4 - -�; UTILITIES EASEMENT (TYP.) - --
4 " - - - - - - - - __ - --
L� FIRE LINE
4,. D.D.C. V. ASSY.
FIRE SUPPRESSION '
ALIGNMENT G I
(FIRE
• - ---°- \`
272.5 LF 10'� D.I. CL. 52
A L-
::: - --- - -- _- - - - -- I G9l . ----
.
1. I
` I L� � I j - I / r 1P. 1. V. & F.D. C.'s
PI.V. S & F.D.C.-S; S. QQ, RR &
(BLDGS. TT & CG6) 1
r
0 1
I
LJ 0 LJ I. 00 R
r :i w -- I I - 2¢0
w I i 6-UNIT SPRINKLERED ?
_ I I � -I (3) 1 -1 s 1
LDGS. T U, 1-1/2" SS. - (BLDGS. QQ, RR & SS, 1-1/2" SV S.)
w I I 6- UNITS, S RINKLERED 6- UNITS, S RINKLERED j
Z .
I S )
2Y1-1/2- W.M 'S ` CR
_ " ' _ I � �� , _ M.F.F. 245.61 -
6- UNITS, SP RINKLERED or, 9 (BLDGS. UU & T, 1 -1/2 SVC .) 6_UNITS9
B.F.F. 235.61 M.F.F. = 248.69 M.F.F. 248.20
6- UNITS, S RINKLERED SPRINKLERED I ti B.F.F. - 238.69 B.F.F. 238.20
U) ) N
- _
C.O., I.E.=
- ,(Dole , 231.41 MAX. PVC ® 3.00% .0., I.E.=
" PVC � 5.52 a -_ 6' - - - - - -- C.O., I.E.= 233.70 MAX.
` 234.49 MAX.
- - - - - - - _
235.48 MAX. 233.76 MAX. , N,. _ - �_[ �_ -
- 230.71 MAX. i T.
,
-- ---�_" � 23 1 _ C � �_ _ D STA. 37+x- �3z(�•9.3), 1(1.1 1 _
'.) x(5.85)' RT. - _.. - C.o., I.E.- -,; 230.60 MAX. SSMH N0. 8 48 230 n _
' 230.34 MAX. `y _ �1 1f?9-S 100.8 LF 8" PV 1 w
- ( ) C - -.. .. _ RIM- _ �- 3-x(232.90) .--- -`1- --
1, S- �(0.1779)(PUBLIC) I.E. = 22 (223.45)OUT �, 230
0
0
to
RT.
M.F.F.
B.F.F.
C.O., I.E.= _ - _ �.,.... i w
204.00 MAX. C. ., I.E.= r ~I -�
0 0390 MAX. ,ZI
- �
40 +69.53, 7.00' LT. , ►�,; i I W ; _ I a
>" TEE (FL) /� r�� �.; �! i ! ' I i i �_ �._6" - VC 0 11.06
JNIV. FLG. ADAPTER j. i ! i i ! ,� -_1 .[: I T__I_L - -C_I�[ - I 1 �_I:_� -IJ_1 1 U
2.V. ( FLxMJ )
ck oc�
" F.H. � �'. �� � i �
/ 4 M. V.O . ASSY. ; I 1 403.67 MAX.
/ERT. CROSS (FLxMJxMJXMJ) I I - - -- -- 0D
S I � U'LUGS (MJ) o o W/2 "TAP & 2" PLUG (MJ) o 01
. . IGNMENT E o
CKS rJ r4)
5 3/4 W. 4 'S 1
- (BLDGS. GG, !HH I
.......................... ...... .............................. .........................L... ............. . .......................�....... .............. ......... ....•..... 'n.• . - .isr :.
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GRAPHIC SCAI,11,
20 v 10 20 40
IN FEET 1
I inch = 20 ft
BUILDING ERIMARY HYDRANT SECONDARY HY"ad
ii • •
NO. .0
141121
LL
MM
NN
Ili
AA
m
SS
TT
F �� _5- 2993/ °°
- J
G1
NO. 8 (54')
NO. 8 (25')
NO. 8 (78')
NO. 7 (113')
N0. 7 (4)
N0. 7 (150')
NO. 7 (95')
NO. 6 (30')
N0. 6 (57')
NO. 6 (114')
N0. 6 (67')
NO. 6 (131')
NO. 7 (111')
NO. 9 (110')
NO. 6 (248')
NO. 7 (74')
NO. 9 (196')
NO. 6 (205)
NO. 3 (274')
N0. 7 (94')
NO. 6 (200')
N0. 4 (212')
NO. 3 (241')
NO. 5 (278')
NO. 8 (170')
NO. 6 (209')
NO. 9 (241')
NO. 6 (124)
NO. 8 (128')
NO. 9 (243')
NO. 6 (154')
NO. 8 (298')
NO. 6 (94')
NO. 8 (240')
N0. 7 (62')
NO. 8 (210')
NO. 7 (77')
NO. 5 (258')
NO. 8 (205)
NO. 4 (260')
NO. 7 (131')
N0. 5 (167')
NO. 4 (198')
NO. 8 (257')
NO. 7 (205')
NO. 7 (255')
I... �,�,.,� � �.�. ,, �� •
G3 -- - - -- '
RIM = x(217.65) _~ - - -• -- N0. 6 (62') NO. 7 (190')
-A ,,I.E. = o:4. a (205... -
J; (205.47)OUT
'
'D' STA. 35 +99.71, NO. 7 148
0.42' RT. G4 N0. 6 (15') ( )
I.
_ ~�
1- 22-1/2' BEND ( J) N 0. 8 (287' )
- -�" -� - ----- - --
BLOCK (3) 3/4" W.M.'S �'
f (BLDGS-1 JJ & KK, ;3/4" VCS.)
- �. ________ G5 N0. 6 (52') N0. 7 (136')
- 1 - - -- _ -- _ _- - - - -- N0. 5 (226 )
5+ 79.x), R x 10 G6 NO. 6 (107') NO. 5 (162;)
(_l SSMH 0. 61 48 210 NO. 7 (190)
RIM _ (2 7.55) NO. 4 (254')
I I.E. - � _ 19 .s7)IN AS -BUILT SET
RECOMMENDED
I.E. = ,�1 7.6 �00T _ UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. FOR APPROVAL
III (3) 3 4 W.M. S " M.F.F. _ 216.32 - - ACTUAL LOCATION MAY VARY.
BLDG . JJ & KK, 3/4" BY
i
SVCS. B.F.F. - 207.32
M. F. } = 215.88 I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT
I KK► B.F.Fa = 206.88 _ COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING BY
210 CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS BY
II
V1 STA. 35+57-g,+1(.8), (9.3)' RT. DETERMINED B ME UNDER MY DIRECT SUPERVISION ON THIS
1 + 10"x6" TE (MJxFL) - DATE:_ 2 �'�-Z_ _
I 1 6" G.V. (FLxMJ) -- - - - - -- -__ . -
I 1 �- 5 -1 4" M.V, .0. F.H. As Y. o; *- -C.0., LE.= - - N DALEY- MORROW--POBLETE INC.
I / r . - - - �; 203.04 MAX. ��\ 0,q � ,
BLOCK- - o ' _ - -- �C, w�S j 726 AUBURN WAY N.
C.O., I.E.= �F • y/ ON AUBURN, WASHINGTON 98002
202.61 MAX. -202.69 MAX. - - - - -- E. (253) 333 -2200; FAX: (253) ..33 -2206
6" PVC 0 13.16%
'D' STA. ^F,4(35+26.7), 44(0.3)' LT. -
..... I.: t...................................... ... 48."............................................................................:........................................................................................................................ ............................... 132 _
RIM - -�-�- +4(201.82) MATCH LINE TO SHEET 23 FIr i 1 ENGINEERING SURVEYING
I.E. = (188.06)IN, (187.91)OUT - X00 NAL �-�G L LAND PLANNING
- -- - inCOrpv, ot"o
(FXPIRES 9 JAN 2006 '
L
STAID NOT VALID UNLESS SGNED R DATED
zo.2
FR189
SCANNED MAY 0 12006 -497 <S Zff3 lW) 2
4
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