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MATCH LINE TO SHEET
140'± TO EX. F.H. 'E'
\ B' STA: 18 +08.72, - - - -�
17.00' RT. I 0 0.2 CL. 52 I IT 3Ia', u 10° D.� - Sc ? 47.9 LF 10
F.H. N0: 2 /� D.I. CL. 52 0
I\ ALIGNMENT 'B' _ a B' STA 15+6t.74 10.20 RT AFi(IMENfiS 'B' AND G r
':STA. 17 +28.49y5.00' -_ _ +=
� STR.�2a =39 TS't7- 89�1F{��
s 1 10°x6 TEE (MJxFL)
\\ 4907 BEND (MJ) I • _ t - _ - G V (F[xMJ) Q •�
1 8
:ABBY -
io
0 4' W.M' 1 0.5 LIF 8° P C S= 0.0733 (PUBLIC) (BLDG. DD
BLDG. C. I 22 LF 10' DI
B' ST . 18 +0 .72 5. 0' T. SVC . - - ._ if
X'" E M.'S I 1 STA 2 1 .03, 250' LT. z h 'A' A. 2+ 4.
- 10 ; NIV.6 G AE A
FL M) BLDGS. S CS.) B TA. SSTA 124 +04. 1, 8.28' RT. J . I B STA 1 5. 0, 14.67' LT_ :I 'B' A. 15 41
STA 17 18 49 24.00' LT.
LT. TA 1 .42 0.57' LT_ A. 221312
i - 5 -1 4" M.V 0. F.H. A SY. 1 - 0' TEE FL STA. 2 +7 .4 3200 LT. 190-
( ) - :Cl 'D STA 2 1 .05, 3.97' LT_ N 'D' A. 32141
o SMH N 2, 8' (PUBLIC) I �+
0 1 - 0° VERT. ROSS MJ) 3 - 10" .V: (F BLOCK IM = 1 H N _ 48° (PUBLIC) 1 - 10" TE
o 3 - 10" PLUGS (MJ) I E. - 186.6 RIM = 181.88 I ° zI I I 3 - 10" G.V.
o^
OR PLUG W /2" TAP & 2 " PUG (MJ) I.E. = 174.88 BLO K
2- LOCKS I I I I DD
3 M.F.F. 191.45 M. - - M F_F_ 187.15 a
B.F.F. 182.45 M.F.F. 196.62 M_F.F. = 196.75 M.F.F. -' 19275 189.15 B.F.F. 178.15 M.F.F. 186.86
o M.F.F. 193.45 T B.F.F. 187.75 - m I I I- B.F.F. 177.86
B.F.F. 187.62 B_F_F_
o B.F.F. - 184.45 90 B.F.F. - 183.75 180.15 II i
Co., I.E= C.O.
OD G0- I.E.= 173.85 MAX O l 173.E
190
X -
Z - _ I 779_45 MA
C.O., I.E= 183.38 MAX�- 6" PVC ® 5.347 • �_
7 177.55 MAXI 6" PVC 0 15
8° -180- - - I :I
\ / \ 'A STA 1+ 2-6 250' LT. -
/ C7 STA 2445207 250 LT
'D' ST& 31 +5207 250 LT-
7
- - - - - - - SSH NO. 10, 48 (PUBLIC)
RIM = 17297
_ - LF_ = 165.33
o�I�I I
_- J
I I 'o I I
II I m II LI
I
o I ;I
I 'A STA. 0 +1623 2.50 LT_
'C' STA 2G+16.23, 2.50' LT. I I ° I .IN
'D' STA. 30+16.23, 2.50' LT.
I 11111111 EXISTING 10' SD ESMT.
(PVT.)
CL
` `770_ / 'TALBOT STA 121 +7933, 16.23' RT._ oo
-
_ i - -- - - - - - - - - - - - - - - - - - - SSMH NO. 48"
- RIM = 162.62 - 'v - --
- -155.04
EXTEND PIPE AND RELOCATE I_E_ o�
EX. B.O.V.
134'7 TO EX. F. -. .... -.. -. EX.- F.H. 'C', EXTEND PIPE AND - RELOCATE
H• 'D' TO BEHIND SIDEWALK PER CITY STDS.
N00'30'20 "E 663.33' RETROFIT W /5° STORZ FITTINGS I�
-- -- - -- -- -- - - - --
Z 12° W
Z
rn
o=
6 W
W w'o 27 -8999
wr* s7 -s9pi
N ORTH
GRAPHIC SCALE
20 0 10 20 40
i
( IN FEET )
I inch 20 ft.
BUILDING PROXIMITY TO FIRE HYDRANTS
200.18 MAX.
PRIMARY HYDRANT
SECONDARY HYDRANT(Sl
A
NO. 2 (50')
° C.O.. I.E=
I
( 1- /2" W.M. .....
. Z ................. ....................aOZS9.MAx..
Y'
{
- - E)- -._._
L7
DS
1.
C.O., LE � 6" PVC ®7.60%
199.82 MAX. 'C' STA. 24 +88.98, 0.18' LT.
NO. 3 (242')
B
N0. 2 (72')
NO. 13, 48"
I
L `��/ \KSSMH
\ (PUBLIC)
EX. F.H. 'E' (250')
BY
i z �� r ®T ®� � - -RIM
3S. & HS
�NM
EX. F.H. 'B' (280')
- 204.12 I.E. - 192.01
'�
(BL
1. S. - AIN
NO. 2 (102')
15' WATER EASEMENT (TIP.)
N
Ici
T TH
15' EASEMENT ( S IT Y SEWER ®2 0 MIN`
o_ us
I
40 1 .64-78, 17_00r RT.
133.5 LF 8 PVC S =OAi 2 'C'
NO. 4 (292')
M.F.F. 205.52
°
Zj�
22 4214, 17 55' RT.
( (PUBLIC) (G) F.H. NO. 1 REC H IL ING
NO: 1 (41')
B.F.F. = 196.52
1 I� -
I� if
M. 9.52
E
°
I= Z
a
M_F_F. = 205.32
B.F.F. = 196.32
EX. F.H. 'E' (140')
,II 200)
NO. 3 (179')
M.F.F. = 205.00
M F.F. = 204.20
B F.F. = 195. 0
_ C.O.. I.E:
C.O., LE 19242 MAX
-
-
I
❑
I
I I
(
CO., LF B.F.F. 196.00 STA +05:20, 3.59' R .
, 791.76 M C.O., L = SWIMMING POOL
-. I - 194.99 STA. +77.63 23.59' RT.
Qo MAX �� ' _ " 'B' STA. 15 +83.45, 2. 1' 1
- 191.79 YAX.
: I - -- - - -- -- 200y, - MIN. • - Op,- D (MJ A 'C' STA. 22 +55.88, 2. 1'-
F
190.78 MAX
-.❑
- -
NO. 4 (193')
6 RVC 2 00%
NO. 1 (200')
- - - - - - - C.O., VE I.E. BLOCK ,4
-_._
c5) .'s
F,
G
NO. 3 (52')
' 123.3 LF 10 °'D.1_ - GL 52
18.
D.I.
LF 10°
CL. 52
n
o
\ B' STA: 18 +08.72, - - - -�
17.00' RT. I 0 0.2 CL. 52 I IT 3Ia', u 10° D.� - Sc ? 47.9 LF 10
F.H. N0: 2 /� D.I. CL. 52 0
I\ ALIGNMENT 'B' _ a B' STA 15+6t.74 10.20 RT AFi(IMENfiS 'B' AND G r
':STA. 17 +28.49y5.00' -_ _ +=
� STR.�2a =39 TS't7- 89�1F{��
s 1 10°x6 TEE (MJxFL)
\\ 4907 BEND (MJ) I • _ t - _ - G V (F[xMJ) Q •�
1 8
:ABBY -
io
0 4' W.M' 1 0.5 LIF 8° P C S= 0.0733 (PUBLIC) (BLDG. DD
BLDG. C. I 22 LF 10' DI
B' ST . 18 +0 .72 5. 0' T. SVC . - - ._ if
X'" E M.'S I 1 STA 2 1 .03, 250' LT. z h 'A' A. 2+ 4.
- 10 ; NIV.6 G AE A
FL M) BLDGS. S CS.) B TA. SSTA 124 +04. 1, 8.28' RT. J . I B STA 1 5. 0, 14.67' LT_ :I 'B' A. 15 41
STA 17 18 49 24.00' LT.
LT. TA 1 .42 0.57' LT_ A. 221312
i - 5 -1 4" M.V 0. F.H. A SY. 1 - 0' TEE FL STA. 2 +7 .4 3200 LT. 190-
( ) - :Cl 'D STA 2 1 .05, 3.97' LT_ N 'D' A. 32141
o SMH N 2, 8' (PUBLIC) I �+
0 1 - 0° VERT. ROSS MJ) 3 - 10" .V: (F BLOCK IM = 1 H N _ 48° (PUBLIC) 1 - 10" TE
o 3 - 10" PLUGS (MJ) I E. - 186.6 RIM = 181.88 I ° zI I I 3 - 10" G.V.
o^
OR PLUG W /2" TAP & 2 " PUG (MJ) I.E. = 174.88 BLO K
2- LOCKS I I I I DD
3 M.F.F. 191.45 M. - - M F_F_ 187.15 a
B.F.F. 182.45 M.F.F. 196.62 M_F.F. = 196.75 M.F.F. -' 19275 189.15 B.F.F. 178.15 M.F.F. 186.86
o M.F.F. 193.45 T B.F.F. 187.75 - m I I I- B.F.F. 177.86
B.F.F. 187.62 B_F_F_
o B.F.F. - 184.45 90 B.F.F. - 183.75 180.15 II i
Co., I.E= C.O.
OD G0- I.E.= 173.85 MAX O l 173.E
190
X -
Z - _ I 779_45 MA
C.O., I.E= 183.38 MAX�- 6" PVC ® 5.347 • �_
7 177.55 MAXI 6" PVC 0 15
8° -180- - - I :I
\ / \ 'A STA 1+ 2-6 250' LT. -
/ C7 STA 2445207 250 LT
'D' ST& 31 +5207 250 LT-
7
- - - - - - - SSH NO. 10, 48 (PUBLIC)
RIM = 17297
_ - LF_ = 165.33
o�I�I I
_- J
I I 'o I I
II I m II LI
I
o I ;I
I 'A STA. 0 +1623 2.50 LT_
'C' STA 2G+16.23, 2.50' LT. I I ° I .IN
'D' STA. 30+16.23, 2.50' LT.
I 11111111 EXISTING 10' SD ESMT.
(PVT.)
CL
` `770_ / 'TALBOT STA 121 +7933, 16.23' RT._ oo
-
_ i - -- - - - - - - - - - - - - - - - - - - SSMH NO. 48"
- RIM = 162.62 - 'v - --
- -155.04
EXTEND PIPE AND RELOCATE I_E_ o�
EX. B.O.V.
134'7 TO EX. F. -. .... -.. -. EX.- F.H. 'C', EXTEND PIPE AND - RELOCATE
H• 'D' TO BEHIND SIDEWALK PER CITY STDS.
N00'30'20 "E 663.33' RETROFIT W /5° STORZ FITTINGS I�
-- -- - -- -- -- - - - --
Z 12° W
Z
rn
o=
6 W
W w'o 27 -8999
wr* s7 -s9pi
N ORTH
GRAPHIC SCALE
20 0 10 20 40
i
( IN FEET )
I inch 20 ft.
BUILDING PROXIMITY TO FIRE HYDRANTS
BUILDING
PRIMARY HYDRANT
SECONDARY HYDRANT(Sl
A
NO. 2 (50')
EX. F.H. 'E' (142')
EX. F.H. 'C' (194')
NO. 1 (218')
BY C zy�
EX. F.H. b' (240')
2„
NO. 3 (242')
B
N0. 2 (72')
NO. 1 (166')
NO. 3 (211')
EX. F.H. 'C' (233')
EX. F.H. 'E' (250')
BY
EX. F.H. 'B' (280')
'�
EX. F.H. 'D' (283')
C
NO. 2 (102')
NO. 1 (104')
o _ _ _
- - - N
EX. F.H. 'C' (169')
NO. 3 (197')
DALEY- MORROW- POBLETE, INC.
NO. 4 (292')
N
'TALBOT'
EX. F.H. 'E' (294')
D
NO: 1 (41')
NO. 2 (186')
EX. F.H. 'B' (186')
V \N L.
F,� q
W
726 AUBURN WAY N.
98002
STA. 123 +69.64, 4.44' LT.
= _
--
E
NO. 2 (18')
EX. F.H. 'E' (140')
NO. 3 (179')
AUBURN, WASHINGTON
PHONE: (253) 333 -2200: FAX: (253) 333 -2206
NO. 4 (227')
-- �
NO. 1 (227')
F
NO. 2 (23')
NO. 3 (135')
NO. 4 (193')
NO. 1 (200')
W
-_._
EX. F.H. 'E' (231')
G
NO. 3 (52')
NO. 1 (83')
NO. 2 (110')
NO. 4 (163')
n
o
NO. 8 (257')
H
NO. 3 (58')
NO. 1 (82')
FOP C1325
f
s,a'IS ��
N�
N,AL
a �` '.. D' ENGINEERING ,SURVEYING
u LAND PLANNING...
,ncorPOrQ'�tl
NO. 2 (178')
NO. 4 (201')
NO. 8 (209')
REC -BLDG
NO. 3 (94')
NO. 1 (120')
NO. 8 (137')
NO. 2 (230')
NO. 4 (244')
NO. 7 (285')
NO. 9 (285')
RECOMMENDED
FOR APPROVAL
-. _. EXPIRES 9. JAN 2004,
STAII N11 11L,
I
SGANNLw
StYI 19 27701
it
$ k 71
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BYQIY�d�[3.. ro -zoo
BY C zy�
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BY
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DALEY- MORROW- POBLETE, INC.
N
'TALBOT'
12"W
: =
A
V \N L.
F,� q
W
726 AUBURN WAY N.
98002
STA. 123 +69.64, 4.44' LT.
= _
--
16.
W
G
pF H
" 9
AUBURN, WASHINGTON
PHONE: (253) 333 -2200: FAX: (253) 333 -2206
EXIST. SSMH
' RIM = 164A7
-- �
: F
C
6'
W
-_._
L,
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EX. F.H: ,B°
_ __ _ _ �RETROF1�Nl� _
STORZ FITTINGS o
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1
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FOP C1325
f
s,a'IS ��
N�
N,AL
a �` '.. D' ENGINEERING ,SURVEYING
u LAND PLANNING...
,ncorPOrQ'�tl
-. _. EXPIRES 9. JAN 2004,
STAII N11 11L,
I
SGANNLw
StYI 19 27701
it
$ k 71
a 9-
I
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