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EX. SAN. M.H
I w .
zI IJ
w I STA. 1 +20, 301
I 1 DOUBLE SERVICE CONNECTIONIwREGRADEDITCHTOCULVERT (SEE DETAILS W -1A & W -2) I -i ? LINE WITH RIP -RAP
U I J
I Z INV. EL.= 103.00'
o w I I STA. 1 +38, 9'L
Of STA. 2 +03 VIP 23lii1U10L.F. 12 "R'.r' S. =4.0% I I I I ( II -- CATCH BASIN No.3, TYPE I END OF PROJECT I ( I
I ,
SAN. M.H.
31 I I TOP EL.= 110.83'
25
24 22
21 20
t9 I
INV. EL. =102 06
i STA. 0 +19, ' 0'L 30 26
I I I I29INV. EL.= 108.66 (IN)
CATCI-' BASIN No.2 TYPE I I I
l) INV. EL.= 108.56'(OUT) 27 I 18
TOP EL.= 105.68 Q TOP EL.= 107.74 I I 17
INV.EL. =99.38 _ INV. EL.= 105.50 (IN) SEE DETAILS SW -3 I — 10' _ a! SW -7C, & SW -13 (TYP.) I I ( I I I ( GARAGEIINV. EL.- 10_..40 (OUT) _ -- ,0
0I ', ,_ FENCE
1 EF IIFTAL.S SW-3, 7C & S -13 n / I • I ' I 1 RAIL FENCE_
o Q I
EXISTING 12" CONC. SEWER MAIN hFF (`Ci
r SS SS 0
I
S SSSS SS SS —SSSS SS SS 15S
108• — ---' ;
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EXI. 6" WAT RMAN I -•-"'119LF. 12 "RCP S. =2.57 tto- — 2 i [RE[Eyi I a
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112 ............. 2 ry/
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TBM PT NO. 32 - 0 - - `- .- - - - -
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0 I IPORTTOWNSENDCONTROL1' ? f o r -x - - - - -- - - - - _ _ - - -
18 FI z ""—
ll \
2" BRASS CAP IN MON CASE I a o _ _
zw ±
i ± ` 18 "FIRr i t6/ 20 "FIR °o _ —
ncv- ct»o. N Et..l12.aIWR/ INT. HOLCOMB & 14th STREET Q 6 FEL. = 107.50 MSL _ w -- - • -^ '
n + - .
I ` '— 185L.F.' 8 " PVC C -900 WATERMAIt .p «, -„ / -- -- - MATCH EXISING PAVEMENT
ell • - •
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4'FIR
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CUT EX. 6" MAIN AND INSTALL: , 8AR8 N7RE FENCE
0) / /J 4'FIR 4 „FIR i1) 6 TEE F -- _ I 3 e
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2) 6” FLANGE ADAPTERS I w -.—
I `
1) 6" GATE VALVE, F 20LF. 12 "fiCP 5. =2.0% ROLLED CONCRETE r"
STA. 1 +45, 20'RIFIREHYDRANTASSEMBLY
1) 6x8 REDUCER, FxMJ I CURB & GUTTER WITH GUARD POSTS
SEE DETAIL W -3 I a 1 SEE DETAIL T -14 ISTA. 0 +1 .. 0 R ( )
1 I CATCH BA`,51N No.1, TYPE I BOTH SIDES (
SEE DETAILS W -10 & W -11) STA. 2 +00 14'R I II3 _ — (
1) 8" GATE VALVE, MJ —`2° I Es
z
I TOP EL.- 198.15', I 17L.F. 8 "RCP S. -1.0% WITH TIE BACK BLOCKING
x
QW INV. EL.= 106.00 (IN) 6 (1) 8" MJ PLUG WITH 2" TAP I I
I mi INV. EL.= 11)5.90' (OUT) STA. 1 +38, 9'R W- -OFF
I II (SEE DETAi._S SW -3, SW -7C & SW -13) CONCRETE INLET No.4 (
1) TEMPORARY 2 BLOW--OFF I
1) TEMPORARY COMBINATION I I 1
rI
Uri 1 i
Ico d
xlw
I
INV. EL.= 109.00'
UfNf---JNI
EGRADE DITCH TO CULVERT
T! -L.RJP -RAP
q S IC A %'Z-4
TOP EL.= 110.83 I
IINV. EL.= 108.83' (OUT)
A
SEE DETAILS W -6 & W -7B) I
SEE DETAILS SW -1, I P
SW -7C, & SW -13 I
A dD,za
NOTE
FOR DETAILS SEE CITY OF PORT TOWNSEND
DEPARTMENT OF PUBLIC WORKS ENGINEERING
DESIGN STANDARDS MANUAL - APRIL 1997 EDITION:
I va= 3 APRIL 1998
I
LSE
FAd
R
i
WATER METER
o MAIL BOX
POWER POLE
20 0 20 40 60 o GUY POLE
MIMI IT! TELEPHONE PEDISTAL
rl m
Scale 1
11 =
20
1 WATER VALVE
jQ FIRE HYDRANT
CONIFER TREE
0 DECIDUOUS TREE
EDGE OF GRAVEL
TOP OF SLOPE
TOE OF SLOPE
112- 2' CONTOUR
w - WATER LINE
I va= 3 APRIL 1998
I
LSE
FAd
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it
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EX. SAN. M.H.
TOP EL.= 105.68 1 a
INV.EL. =99.38 - I,-
o 11. 1 e /
1 I' EX1.16 WAT RMAN
M X3 w EX w _
t,
XTBMPTNo. 32
PORT TOWNSEND CONTROL
2" BRASS CAP IN MON CASE
1NT. HOLCOMB & 14th STREET
EL. = 107.50 MSL
MATCH EXISING PAVEMENT
Z 1
Q
vU
11
r
I
1 REGRADE __ITCH TO CULVERT
LINE WITH RIP -RAP
INV. EL. =" ;)5.00'
I10L.F. 12 "RCP S. =4.0%
STA. 0+1S ,, 10'L
31 I 30
CATCH BASIN No.2, TYPE I
TOP EL. 07.74' 1INV. EL. =` 05.50' (IN)
INV. EL.= `)5.40'(OUT)
SEE- IIET1?.1L5 SQL= 3, -7C & SV _ 13)
I
EXISTING 12" CONC. SEWER MAIN
SS
108• -
119L.F. 12 "RCP S. =2.57%
y 31
136
STA. 0, 301
1 DOUBLE SERVICE CONNEC
SEE DETAILS W -1A & W -2)
I STA. 1 +38, 9'L STA. 2 +03 O 1
CATCH BASIN No.3, TYPE i ( END OF PROJECT I 23 ITOPEL.= 110.83' 24I26 ( 22 19 I219INV. EL.= 108.66; (IN) 1 25 1 1 N 21 20
3
w _.
W I185L.F. N-
BARB WIRE FENCE — —
ROLLED CONCRETE20LF. 1" ' ?rF 5. =2.0%
CURB & GUTTER
i 0:r, ,,SEE DE T AIL T -14)
1 CATCH B.`.SIN No.1, TYPE I BOTH SIDES
TOP EL= '08.15'
INV. EL.= 108.56 (OUT) 27 1 I 1 18SEEDETAILSSW -3, 1 ISW -7C, & SW -13 (TYP.) ( I 1 I
17
GARAGE
I I (FENCE /
y x'
RAIL FENCE_ I I -I /
SS SS i ` I
108
SS_ ! / S SS SS SS SS
1 I
I
I I
ISAN. M.H. ITOPEL.= 110.66
INV. EL.= 102.06
I
I
SS ss tt .1i 0SSSSSS
t
i — 114--_ 114---
11 1,-!...
kn
I `
l• FIR V tn 8 — s -' - _x_ + \ N + tt o --gig _ 20 FIR 8 --- -
6'F IR
co
18 "MADRONA ,;
4,rFIR 4 "FIR s Jotr — 4-FIR *4-FIR 4 "FIR \
STA. 1 +45 20'R I _ FIRE HYDRANT ASSEMBLY
vvi I l t CIIJ ARID POST:s
SEE DETAILS W -10 & W -11) , STA. 2+00,`14'R
1) 8" GATE,'VALVE, MJI17L.F. 8 "RCP S. =1.0% 1INV. EL.= "6.00 (IN) 6 WITH TIE E °+: K BLOCKING
INV. EL.= 105.90' (OUT) STA. 1 +38, 9'R (1) 8" MJ PLUG WITH 2" TAP 1
SEE DETAILS CONCRETESW -3, SW -7C & SW -13) INLET No.4 (1) TEMPORARY 2 BLOW - -OFF
10L.F. 12 ",RCP S. - 30.0% TOP EL.= 110.83
I
1 I (1) TEMPOR <1RY COMBINATION 1
AIR VALVE I I 61INV. EL.= 108.83' (OUT) 1
SEE DETAILS SW -1, SEE DETAII -3 W -6 & W -76INV. EL.= 109.00' I ( )
REGRADE 'DITCH TO CULVERT 1SW -7C, & SW -13 1INEWITU --RIP -R.AP
WATER METER IoMAILBOX
20 0 20 40 60 ® POWER POLE
o GUY POLE
m TELEPHONE PEDISTAL
Scale 1
tt =
2 U' M WATER VALVE
FIRE HYDRANT
CONIFER TREE
NOTE
0 DECIDUOUS TREE
FOR DETAIL`. SEE CITY OF PORT TOWNSEND -- - EDGE OF GRAVEL
DEPARTMENT OF PUBLIC WORKS ENGINEERING - ' TOP OF SLOPE
DESIGN STANDARDS MANUAL - APRIL 1997 EDITION. TOE OF SLOPE
2' CONTOUR
w — WATER LINE
INV. '
a t l2. J •
CD
1 J
I iL,„ Il
I I
vv
II
I P I
I 1
I I
3 APRIL 1998 j
a.rv,
SL
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COUMIWA
P.O. BOX 847
POULSBO, WA 98370
PHONE: (360) 779 -6633
I. PHONE: (206) 842 -6123
FAX: (360) 779 -7031
ettt®
0' JOB NO..97 -2778
DESIGN: KDK DATE: AUG. 1997 ISHEET 1 OF 2 FILE NO.:
N.
O
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0
Ro
Al
2
STA. 0 +15 14'R IICUTEX. 6" MAIN AND INSTALL:
1) 6" TEE, F I, 2) 6" FLANGE ADAPTERS
1) 6" GATE VALVE, F I
I W
1) 6 "x8" REDUCER, FxMJ I r
SEE ilL ,eiti1L fY" 51
11
Zx
Qw1luullI
I 3
I od1X.
w
Q
i
i
y 31
136
STA. 0, 301
1 DOUBLE SERVICE CONNEC
SEE DETAILS W -1A & W -2)
I STA. 1 +38, 9'L STA. 2 +03 O 1
CATCH BASIN No.3, TYPE i ( END OF PROJECT I 23 ITOPEL.= 110.83' 24I26 ( 22 19 I219INV. EL.= 108.66; (IN) 1 25 1 1 N 21 20
3
w _.
W I185L.F. N-
BARB WIRE FENCE — —
ROLLED CONCRETE20LF. 1" ' ?rF 5. =2.0%
CURB & GUTTER
i 0:r, ,,SEE DE T AIL T -14)
1 CATCH B.`.SIN No.1, TYPE I BOTH SIDES
TOP EL= '08.15'
INV. EL.= 108.56 (OUT) 27 1 I 1 18SEEDETAILSSW -3, 1 ISW -7C, & SW -13 (TYP.) ( I 1 I
17
GARAGE
I I (FENCE /
y x'
RAIL FENCE_ I I -I /
SS SS i ` I
108
SS_ ! / S SS SS SS SS
1 I
I
I I
ISAN. M.H. ITOPEL.= 110.66
INV. EL.= 102.06
I
I
SS ss tt .1i0SSSSSS
t
i — 114--_ 114---
11 1,-!...
kn
I `
l• FIR V tn 8 — s -' - _x_ + \ N + tt o --gig _ 20 FIR 8 --- -
6'F IR
co
18 "MADRONA ,;
4,rFIR 4 "FIR s Jotr — 4-FIR *4-FIR 4 "FIR \
STA. 1 +45 20'R I _ FIRE HYDRANT ASSEMBLY
vvi I l t CIIJ ARID POST:s
SEE DETAILS W -10 & W -11) , STA. 2+00,`14'R
1) 8" GATE,'VALVE, MJI17L.F. 8 "RCP S. =1.0% 1INV. EL.= "6.00 (IN) 6 WITH TIE E °+: K BLOCKING
INV. EL.= 105.90' (OUT) STA. 1 +38, 9'R (1) 8" MJ PLUG WITH 2" TAP 1
SEE DETAILS CONCRETESW -3, SW -7C & SW -13) INLET No.4 (1) TEMPORARY 2 BLOW - -OFF
10L.F. 12 ",RCP S. - 30.0% TOP EL.= 110.83
I
1 I (1) TEMPOR <1RY COMBINATION 1
AIR VALVE I I 61INV. EL.= 108.83' (OUT) 1
SEE DETAILS SW -1, SEE DETAII -3 W -6 & W -76INV. EL.= 109.00' I ( )
REGRADE 'DITCH TO CULVERT 1SW -7C, & SW -13 1INEWITU --RIP -R.AP
WATER METER IoMAILBOX
20 0 20 40 60 ® POWER POLE
o GUY POLE
m TELEPHONE PEDISTAL
Scale 1
tt =
2 U' M WATER VALVE
FIRE HYDRANT
CONIFER TREE
NOTE
0 DECIDUOUS TREE
FOR DETAIL`. SEE CITY OF PORT TOWNSEND -- - EDGE OF GRAVEL
DEPARTMENT OF PUBLIC WORKS ENGINEERING - ' TOP OF SLOPE
DESIGN STANDARDS MANUAL - APRIL 1997 EDITION. TOE OF SLOPE
2' CONTOUR
w — WATER LINE
INV. '
a t l2. J •
CD
1 J
I iL,„ Il
I I
vv
II
I P I
I 1
I I
3 APRIL 1998 j
a.rv,
SL
117
Lr
COUMIWA
P.O. BOX 847
POULSBO, WA 98370
PHONE: (360) 779 -6633
I. PHONE: (206) 842 -6123
FAX: (360) 779 -7031
ettt®
0' JOB NO..97 -2778
DESIGN: KDK DATE: AUG. 1997 ISHEET 1 OF 2 FILE NO.:
N.
O
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0
Ro
Al
2
Ila
1
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x
MON IN
CASE,,,
W — --
C
I 00 o
0
00
EX. W --- - - - - -- X. W ?s
REGRADE DITCH TO
CULVERT $
LINE WITH RIP -RAP I o'
108.42
1
108.42 4&
CATCH BASIN No. 1 CATCH BASIN No.2
TOP EL.= 108.15 I
m
TOP EL.=107 .74
I (n
U V)
1`
15morMT
0
H CTri T00K Leann
1 " =10'
THEORETICAL CETERLIN
ACTUAL CENTERLINE
REGRADE DITCH
AWAY FROM CULVERT
LINE WITH RIP -RAP
W Of T
VURN L%Io_)DUHD
V =10'
115
110
105
es
EX.
SAN
INV.
95
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L8
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J
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0
EXISTING GROUND SURFACE
I
I
I
0'
1`
15morMT
0
H CTri T00K Leann
1 " =10'
THEORETICAL CETERLIN
ACTUAL CENTERLINE
REGRADE DITCH
AWAY FROM CULVERT
LINE WITH RIP -RAP
W Of T
VURN L%Io_)DUHD
V =10'
115
110
105
es
EX.
SAN
INV.
95 30 ,o "
ac L;oM a ar r
SECCITMH SUA0 0011c'!
o. City of Port Townsend - Public Works Department
Standard Detail
Q
50.0' R -O -W
16.0'
1" =`,,
115
REGRADE DITCH TO
CULVERT
LINE WITH RIP -RAP
INV. EL. =109'±
PIPE ANCHORS AS
NECESSARY
PROPOSED 8" PVC C -90
WATER MAIN
MAINTAIN 3' COVER AND
1' VERTICAL SEPARATION
FROM STORM LINE
95
tr cr 3 APRIL 1998
Ad
NM L
CITY OO Fa PORT TOO \1 NSENI
MISCELLANEOUS DETAILS
OO LCOMB STREET
EXTENSION
SECTM 3, V.l9R1, n1w, W.M. - i(I:fF' E , W
P.O. BOX 847
IIr`JOUKEEQO !Q PHONE: ( 60) 779-6633
B.I. PHONE: (206) 842 -6123
FAX: (360) 779 -7031
ommm
DRAWN: JPH CHECKED: HAA SCALE: 1=10' JOB NO.:97 -2778
DESIGN: KDK DATE: AUG. 1997 SHEET 2 OF 2 FILE NU.: X10 29O
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N
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M
Zco
O u) le- o~ 7 W — Q II
30 ,o "
ac L;oM a ar r
SECCITMH SUA0 0011c'!
o. City of Port Townsend - Public Works Department
Standard Detail
Q
50.0' R -O -W
16.0'
1" =`,,
115
REGRADE DITCH TO
CULVERT
LINE WITH RIP -RAP
INV. EL. =109'±
PIPE ANCHORS AS
NECESSARY
PROPOSED 8" PVC C -90
WATER MAIN
MAINTAIN 3' COVER AND
1' VERTICAL SEPARATION
FROM STORM LINE
95
tr cr 3 APRIL 1998
Ad
NM L
CITY OO Fa PORT TOO \1 NSENI
MISCELLANEOUS DETAILS
OO LCOMB STREET
EXTENSION
SECTM 3, V.l9R1, n1w, W.M. - i(I:fF' E , W
P.O. BOX 847
IIr`JOUKEEQO !Q PHONE: ( 60) 779-6633
B.I. PHONE: (206) 842 -6123
FAX: (360) 779 -7031
ommm
DRAWN: JPH CHECKED: HAA SCALE: 1=10' JOB NO.:97 -2778
DESIGN: KDK DATE: AUG. 1997 SHEET 2 OF 2 FILE NU.: X10 29O
f
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a 1.
xA
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w c~n N U EXISTING GROUND SURFACE
QO PROPOS D FINISHED GRADE H Q
A L) W NU
Z m
D:2
INV. EL. 105'1 w
z o
UCULVER
LINE WI H RIP -RAP
i
20L.F. 12" CP S. =2.0 0
10L.F. 12" RCP
SL.= 0%
o
d a'•
0
II
2" RCP
II II
w
II
l
w LJ
SEWER
EL. =99.5' z_ z Z
In 0
30 ,o "
ac L;oMa ar r
SECCITMH SUA0 0011c'!
o. City of Port Townsend - Public Works Department
Standard Detail
Q
50.0' R -O -W
16.0'
1" =`,,
115
REGRADE DITCH TO
CULVERT
LINE WITH RIP -RAP
INV. EL. =109'±
PIPE ANCHORS AS
NECESSARY
PROPOSED 8" PVC C -90
WATER MAIN
MAINTAIN 3' COVER AND
1' VERTICAL SEPARATION
FROM STORM LINE
95
tr cr 3 APRIL 1998
Ad
NM L
CITY OO FaPORT TOO \1 NSENI
MISCELLANEOUS DETAILS
OO LCOMB STREET
EXTENSION
SECTM 3, V.l9R1, n1w, W.M. - i(I:fF' E , W
P.O. BOX 847
IIr`JOUKEEQO !Q PHONE: ( 60) 779-6633
B.I. PHONE: (206) 842 -6123
FAX: (360) 779 -7031
ommm
DRAWN: JPH CHECKED: HAA SCALE: 1=10' JOB NO.:97 -2778
DESIGN: KDK DATE: AUG. 1997 SHEET 2 OF 2 FILE NU.: X10 29O
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n
1 •
108.42 108.42 f
CATCH BASIN No. 1 CATCH BASIN No.2
TOP EL.= 108.15 i TOP EL. =10 .74
CD I
m
W Q
0
U U V)
I —I 8 I $, JJ
D 0'
I
I
Q iD I,OOI;OOP G
i
1 ° =10'
THEORETICAL CETERLIN
ACTUAL CENTERLINE
REGRADE DITCH
AWAY FROM CULVERT
LINE WITH RIP –RAP
N
I
O-
o
MON IN
W
0Q
I O 8' 8 Of II
CASE
I- Q
f x 1_1_1 - -
00 i OUn
N U — I
o
0
0]
N U6
C§0
EX. W - - - - - -- X. W s
0
Is10R'• I
s
REGRADE DITCH TO
105'±
FAQ!/
CULVERT
o
C
LINE WITH RIP –RAP h
Cu
0
108.42 108.42 f
CATCH BASIN No. 1 CATCH BASIN No.2
TOP EL.= 108.15 i TOP EL. =10 .74
CD I
m
W Q
0
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D 0'
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THEORETICAL CETERLIN
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REGRADE DITCH
AWAY FROM CULVERT
LINE WITH RIP –RAP
H L ITM "S na I
VUHN Alu_s`610O U Mn D
1" =10'
J ;F
I
115
110
105
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EX.
SAN.
INV.
95
N
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110'
W
0Q
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I- Q r PROPOSED FINISHED GRADE Q
11
111 •
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1 +50
N U — I I Z 0]
N U
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INV. EL. 105'±
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11
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11 I
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CULVERI U
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1'• 111
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11 I a
R P 5 X30%
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1 I
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VUHN Alu_s`610O U Mn D
1" =10'
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110
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EX.
SAN.
INV.
95
30 20 10 0 10
H111OLLCOOKIB-01 SITIMEEV
r7= c _U 0H sub%. 00 S
601 TM7 City of Port Townsend - Public Works Department
Standard Detail
Ior
I - -
I 50.0' R 0 W
II
16.0'
I
2X SLOPE 2X SLOPE
CONCRETE ROLLED CURB
2 DETAIL O
3
MOTES:
I(1) USE FOR
GRID OR MODIFIED GRID STREET PATTERNS
WHERE DRIVEWAYS AND ON —SITE PARKING ARE PROVIDED
2) MW-FIC CIRCUS AND DNERTERS ARE ENCOURAGED TO BREAKUP THE GRID.
3) ALTERNATIVE CURB OPTIONS AND DRAINAGE DESIGN MAY BE CONSIDERED DEPENDING ON SPECIFIC SITE CONDITIONS
4) DESIGN MAY NEED TO BE MODIFIED FOR STEEP SLOPES
Dam Apn1 1947 "° We AwAsIo" Df ';"° Local Access Street
Minimum Standard
Fflr Detail: T -9
1"=5'
20
115
REGRADE DITCH TO
CULVERT
LINE WITH RIP –RAP
INV. EL. =109'±
PIPE ANCHORS AS
NECESSARY
PROPOSED 8 "PVC C -90
WATER MAIN
MAINTAIN 3' COVER AND
1' VERTICAL SEPARATION
FROM STORM LINE
95
3 APRIL 1998
sl =r uclryo o I r ru
MISCELLANEOUS DETAILS
OLCOOMB STREET
EXTENSION
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H111OLLCOOKIB-01 SITIMEEV
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601 TM7 City of Port Townsend - Public Works Department
Standard Detail
I or
I - -
I 50.0' R 0 W
II
16.0'
I
2X SLOPE 2X SLOPE
CONCRETE ROLLED CURB
2 DETAIL O
3
MOTES:
I(1) USE FOR
GRID OR MODIFIED GRID STREET PATTERNS
WHERE DRIVEWAYS AND ON —SITE PARKING ARE PROVIDED
2) MW-FIC CIRCUS AND DNERTERS ARE ENCOURAGED TO BREAKUP THE GRID.
3) ALTERNATIVE CURB OPTIONS AND DRAINAGE DESIGN MAY BE CONSIDERED DEPENDING ON SPECIFIC SITE CONDITIONS
4) DESIGN MAY NEED TO BE MODIFIED FOR STEEP SLOPES
Dam Apn1 1947 "° We AwAsIo" Df ';"° Local Access Street
Minimum Standard
Fflr Detail: T -9
1"=5'
20
115
REGRADE DITCH TO
CULVERT
LINE WITH RIP –RAP
INV. EL. =109'±
PIPE ANCHORS AS
NECESSARY
PROPOSED 8 "PVC C -90
WATER MAIN
MAINTAIN 3' COVER AND
1' VERTICAL SEPARATION
FROM STORM LINE
95
3 APRIL 1998
sl =r uclryo o I r ru
MISCELLANEOUS DETAILS
OLCOOMB STREET
EXTENSION
u :>£... 1. !i 1'(p:' rt 3t , ..,:. ) RalIf : , Nil t ,. , .' i Iat .e "
I
O w
U
I—I—
V) V) 6TGJ
U 0.
EXISTING GROUND SURFACE
I- Q r PROPOSED FINISHED GRADE Q
N U — I I Z 0]
N U
I J 0
INV. EL. 105'± It C
Zp
CULVERI U
LINE WI H RIP –RAP
R P 5 X30%
10L.F. 12" RCP 20L.F. 12" CP S.=2.0()% 0
SL.= t.0%
0 0
C1
Ui----- n
000
2" RCP
II II
w J
11
w
II
SEWER —
EL. =99.5' z z -. i_ z
30 20 10 0 10
H111OLLCOOKIB-01 SITIMEEV
r7= c _U 0H sub%. 00 S
601 TM7 City of Port Townsend - Public Works Department
Standard Detail
Ior
I - -
I 50.0' R 0 W
II
16.0'
I
2X SLOPE 2X SLOPE
CONCRETE ROLLED CURB
2 DETAIL O
3
MOTES:
I(1) USE FOR
GRID OR MODIFIED GRID STREET PATTERNS
WHERE DRIVEWAYS AND ON —SITE PARKING ARE PROVIDED
2) MW-FIC CIRCUS AND DNERTERS ARE ENCOURAGED TO BREAKUP THE GRID.
3) ALTERNATIVE CURB OPTIONS AND DRAINAGE DESIGN MAY BE CONSIDERED DEPENDING ON SPECIFIC SITE CONDITIONS
4) DESIGN MAY NEED TO BE MODIFIED FOR STEEP SLOPES
Dam Apn1 1947 "° We AwAsIo" Df ';"° Local Access Street
Minimum Standard
Fflr Detail: T -9
1"=5'
20
115
REGRADE DITCH TO
CULVERT
LINE WITH RIP –RAP
INV. EL. =109'±
PIPE ANCHORS AS
NECESSARY
PROPOSED 8 "PVC C -90
WATER MAIN
MAINTAIN 3' COVER AND
1' VERTICAL SEPARATION
FROM STORM LINE
95
3 APRIL 1998
sl =r uclryo o I r ru
MISCELLANEOUS DETAILS
OLCOOMB STREET
EXTENSION
u :>£... 1. !i 1'(p:' rt 3t , ..,:. ) RalIf : , Nil t ,. , .' i Iat .e "
I