HomeMy WebLinkAboutMcClellan Street; 12th to 13th Utility ExtensionElocck 1149
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General Note: All details and construction shall comply with City of Port Townsend and the 1994
WSDOT Standard Specifications for Road, Bridc;e, and Municipal Construction Manual. These plan
drawings should only be used in conjunction with the Cavette's Corner Project Report which includes
specified details and the City of Port Townsend Engineering Design Standards, May 1996.
LEGEND
M. P/, n. pipe
H
eos edge of shoulder ROW Right of Way
cop edge of (CSTC or asphalt) pavement extg existing
CSTC Crushed Surfacing Top Course i.e. invert elevation
LT Left of centerline Bld fl . Blind. Flange
RT Right (of centerline) P. Pole Power Pole
S = 1 % Slope equals 1 percent fd. found
FH Fire Hydrant assembly wit. stake witness stake
CMP Corrugated Metal Pipe pl. cap plastic survey cap
SS Sanitary Sewer elev. elevation
SSMH Sanitary Sewer. Maintenance He e
8" - PVC SS
3
I D
i (•
BRoc k 152
4 = s
b
Mock 1183
w .-A
begin swale ?M f
i.e.= 116.53 T begin Swale
J
fd. rebar' i* c elev.= 116.82
LotrN O
UTtiPf
41to O _
I a I' Z o r
Elev. of top of foundation . ''ram i I ' ' UST 1 +0' o
shall be at least 117.70 %3 i ; U.,
per UBC 1806.4.5 LEI : 4 w 3
IL
1...9
t'L-"7 1 7
I
ater se ` ice
4!!
a TA 01+51 i
giver selvice ' I
I Elev. of top of foundati
shall `vii at -least 11
1IDR®c I1s 1L 3t per UBC 1806.4.` °., C
r UR Lni_ I N . a
L
IG 1.
n STA 101+0
Lot I
V
V
ofi U + ?' 1 4
CV ! +
f
v„ STA 1100 +5
oe\ ;.;.
f
S,k.NITARY SEWER MAINTENANCE HOLE DATA
ELEVATIONS
NO. SIZ BASE INVERT outl INVERT in INVERT in RIM
1 3" 112.58 113.31 N 118.90
2 ext- 111.70 112.32 W 1 112.39 S 117.30
v
v
h
fd. lbar
K X TA PRWTILD ON MO. 1000M CLaARVRWT • —
i
1
CATCHBASIN DATA
ELEVATIONS
NO. TYPE BASE INVERT out
wi .
INVERT in
fd. rebar w/ pl. ca
1 I 112.30 114.73 E 114.65 S 116.60
2 1 112.20 114.56 E 114.65 S 114.65 W 116.60
3 I 111.85
4L'3 3kY ?io9 id63i i91Y:x&rrki:t6A YRl :xu'if&i:f7&YR:;6&Yki: f6k bYt 2:6f&2M7:'gk xRi:;f&xLti: t6A YR:k:k!i&l:lfG Yki :l6k YR7:fQd Y4eY:9?A Qtt:.'d6o
1 114.27 W 115.90
S= 0.13% ' P. Ole l S= 0.13% _ _.. _ CB_ #2 { T 11 elSSM
P. SSMH
44
Cam'!
8" PVC SS
Date °s 3 q
Scaie j =zc) •
City suppled 12 N -12 SD
6"- AC W
Jole
Sheet '
w mail boxes
e.o.p.
Sheet
ld6 id 8tl l: f:989:kl:98 l: Xb lkl:9f69645: Qa'/. ffS: 4C69tkS :9fi1:4G4%s:6b 1:Y6f:66 Yks:Efis: Q SCks:6`b Ykf:4Y4 s: Qb' to
t
STA
r—
e.o.p.
S,k.NITARY SEWER MAINTENANCE HOLE DATA
ELEVATIONS
NO. SIZ BASE INVERT outl INVERT in INVERT in RIM
1 3" 112.58 113.31 N 118.90
2 ext- 111.70 112.32 W 1 112.39 S 117.30
v
v
h
fd. lbar
K X TA PRWTILD ON MO. 1000M CLaARVRWT • —
i
1
CATCHBASIN DATA
ELEVATIONS
NO. TYPE BASE INVERT out INVERT in INVERT in GRATE
1 I 112.30 114.73 E 114.65 S 116.60
2 1 112.20 114.56 E 114.65 S 114.65 W 116.60
3 I 111.85 114.27E 1 1 114.27 W 115.90
fd. rebar H/ pl. cap
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CB #1
I e.oVa 3 P
bJ .
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Tom' N U-[ CA H is
FH As-M
fd. 4t. stake kW(J (
A -A
Ct
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20
REVISIONS BY
W
CB #1
I e.oVa 3 P
bJ .
NQ
Tom' N U-[ CA H is
FH As-M
fd. 4t. stake kW(J (
A -A
Ct
i
20
REVISIONS BY
Cz
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44
Cam'!
Date °s 3 q
Scaie j =zc) •
Drawn
Job
Sheet '
Of Sheets
i
cc
x
1 O
b
Typical Cross `section Detail
STA 10+40
G
TJ 'cd
O
3 w
0 ++
cca83
y b
296 2% 3" CSTC
9" Base
10' 10'
12' -
E 15.6 20'
23'
0
A
0 ,
ti`s ° 0
p
OHO
tib O O
co
h
C7
4''
X~
O
Oyu
1
1!0.00
G X
19.00
117.00 -
116.001 - - - -- - -
115.001 -- - -_
3 3%
113.001- ---
112.00
e
1 11.00
110.00
120.0
1119.0
117.0
1116.0
j 1115.0
114.0
f 1113.0
112.0
9
McCLELLAN STREET STATION ELF.IATIONS
G
O
zI
120.0
RIGHT
STA
119.0
eos I crownFeop
118.0
swale
100 +50 114.85
117.0
117.35 117.55 117.35 117.31116.0
101+00115.0 117.44 117.64 117.44 117.40
114.0
101+50 culvert 117.48
113.0;
117.72 117.52 117.48 115.8
112.01
driveway 117.60
Typical Cross `section Detail
STA 10+40
G
TJ 'cd
O
3 w
0 ++
cca83
y b
296 2% 3" CSTC
9" Base
10' 10'
12' -
E 15.6 20'
23'
0
A
0 ,
ti`s ° 0
p
OHO
tib O O
co
h
C7
4''
X~
O
Oyu
1
1!0.00
G X
19.00
117.00 -
116.001 - - - -- - -
115.001 -- - -_
3 3%
113.001- ---
112.00
e
1 11.00
110.00
120.0
1119.0
117.0
1116.0
j 1115.0
114.0
f 1113.0
112.0
9
McCLELLAN STREET STATION ELF.IATIONS
U
LEFT RIGHT
STA sw:ale eos eop I crownFeop eos swale
100 +50 114.85 117.31 117.35 117.55 117.35 117.31 114.8
101+00 115.25 117.40 117.44 117.64 117.44 117.40 115.3
101+50 culvert 117.48 117.52 117.72 117.52 117.48 115.8
102 +00 culvert driveway 117.60 117.80 117.60 117.56 116.3
0
0
H
rA
cG U
y r
00
N
0
Cr'
47O
5,
0
e.o.p . y u ..
1
C.O.P. /
0
N
IN fi, flowline right be ' swal
flow tine left el 116.82 =
CMP 26ft 16.20Te
i 116 1 ,.
U" " flow -
i i.e.= 115.53
flow tine le€t --_- CMP 30ft
t ' -- _ 8.. = . i.e.= 15.6:; r i
I
ix-m 114. i.e.= 115.05 I / I ,
a un 8" CMP
r
I i.e.= 114.72
sin 264 ft S= 0.1 i% - - - z- -_ - ._....._ -. - _,-. - _.._....... •
PVC Water M -
C- .40% 230ft S 0ii ..... .. 8 -PVC SS = {
k
120.00
119.00
118.00
117.00
116.00
I
r -- 1 115.00
1114.00
1 113.00
EXHRE <. is 13 9
REVISIONS BY
C
C1
1
1'
rT
I
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Date 51`/9
Scale
Drawn
Job
Sheet
Of 2 Sheets
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