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VICINITY MAP -
MIN. COVER SHALL BE 3'0"
8" PVC WATER MAIN
1.5' SEPARATION
1.5" PVC SEWER LINE
PIPE CROSSIN G
NOT TO SCALE
NOTE 1:
WETLAND SETBACK PER ALBERT CAIRNS'S SITE PLAN.
NOTE 2:
LEGEND FOR SPECIES OF TREES TO BE REMOVED
C =CEDAR
F =FIR
H= HEMLOCK
CONTACT INFORMATION
ALBERT CAIRNS
P.O. BOX 207
PORT TOWNSEND, WA 98368
360) 774 -0361
LEGEND
LOT LIN E
EDGE OF GRAVEL
ROAD CENTER LINE
WETLAND SETBACK
WATER MAIN
S9 99 99 99 SANITARY SEWER
WATER METER (WM)
TREE TO BE REMOVED
LEND OF EX. B'PVc
EASEMENT
Z GATE VALVE
Ei EX. STORM CATCH BASIN
WATER MAIN SEWER CLEAN
FORCE MAIN SEWER
SF SF 9F 9F 5F FABRIC FILTER FENCE
C1 POWER VAULT
Me
50 I
STA 0 +02.67
BEGIN OF 8'P\ f
y i CL AWWA 200
t STA 0+07-6 + MAIN EXTENSIC
EXISTING RDA LEND OF EX. B'PVc
CL AWWA 200 STA 0 +03.52
EXISTING 8' PVC WATER MAIN SEWER CLEAN
40
C3. AWWA 200
WATER MAIN STA 0+08y
5TA - 0+40.4
f
TA - 0+38.79 __ gEGM pF_ GATE- VALVE; _ I FORCE AAA
EX. GATE VALVE I fl-
D
t !
1 /
J
7
ADU
W 20'X20'.
F.F.= 38.00'
3 CISTERN
N N C" Qi
p
t '
OUSEo
to
0) ° 16/ 40'X36
U)
o
11
5'
8 /bV W/ BLIND FLANGE/
1
THRUST! BLOCK
TWIN C, 28
1 E -ONE "` `' •, " ; FIRE
Jl
SEWER PUMP . C, 28"
ASSEMBLYYD
EX. 8 PVC f (GRINDER PUMA) ` r' W/„ THRUSTCLAWWA2004CWATERMAINTWINC, 20" _
NEW 1`.5" ,PVC SCH 80 . i -• 3/4" TAP
FORCE MAIN`-•T0
WILSON'S PARCEL._ -PIPE
FOR SERVICE /''
STA 2 +41.7( f
CROSSING
l ,/ - '
J ' ` 8 ",PVC WATER STA 2 +40.17
OFCL` AWWA 200 / i ° 8 PV CLDAWVyA 20045' BEND WATER MAIN EXTENSION
W THRUST BLOCKING t jo ° WATE MAIN - EXTENSIO
STA 0 +49.38 ,; 1'`,HOULDER
0 t` /
W /VA.Vr= &THRUST B
l END OF EXISTING 45' BEND
8 "PVC CL AWWA 200 45' BEND
W HRUST BLOCKING t % WATER MAIN W /THRUST BLOCKING -- - / O STA 2 +40.17
t STA '0 +02.67 STA 0+65:_72--- STA 1 +53.75 =20 1 / DC
i
TEMP. END OF
1.5 PVC, -SCH 80
STA 0 +02.67 1 %'SHOULDER " ~' , ,
4 BEGIN:' OF 8 "PV _
TO BLOCK 15
W /SEWER PLUG & CB AWWA 200OCL , O f
0TYP. WATERMAIN EXTENSION-- •
BLIND FLANGE
R =20 TYP. f _._._. .._... _. _.- ....--- 4- _._...._._..l..
H 214„
y
err ; ° ° ,-' - °
r- ; - Q i CENTERLINEV-WN_ ° - RIGHT -OF -WAY CENTE
TRAIL TO BE IMPROVE - - -
TO MULTI -USE TRAIL
NOTE:
IMPROVEMENT TO TRAIL SHALL -- -AVOID
T a
51'T STREET CL AWVVA tU
WATER MAIN
AA-
EX. 8" PVC `-
SANITARY SEWER
H. 24"
SSMH #2
ISTING SEWER MANHOLE)
S -0 +21.50
RI = 38.16'
IE =34.20'(IN)
IE 34.10'(OUT)
EW R, AD & SANITARY S WER PROFILISCALEIHOF. 1"=50' 1
VERT. 1 " =10'
STA 2 +40.17
D OF PHASE 1
STA 0 +20 I
END OF 20' ASPN T APRON R
BEGIN OF NEW ROI FINISHED GR DE
I
STING GRADE
238'._87PVC_CL.A A- 200..._ ..
rnNISHED GRADE WATER MAIN EXTENTSION
STA 1 6.95 =
STA -O t- 4222-' MF1 U [ j
30 EX. GATE VALVE -G+71. 5TA 0 +08.50 TA __
M_= END OF E 8 "PV!C_ EgpLOFt- SEYkER_ 3 a T) SAN1tARlf SEIi 2 +1187
EXISTING 8'PVCr 34.20 W !FORCE MAIN TO 2 1.5 "PVC SCH 80 90' PIPE B
ATER UNE ALONG !LSa4 S PARCEL SEWER FORCE MAIN TOI ; i TO RESIDENCE I ON
S11ERtOAN STREET
I
STING 8`PVC WILSON'S PARCEL I WILSON'S PARCEII do
SANITARY SEWER I i D OF FIRST FORCE LrNSTA , +oD sENDOFEfISTiNGROAD & 30'. EX. 8 -PVC 00.408 I IiTARYSEWERS ; BEGIN OF 20' ASIHALT APRON 233', 1.5-PVC SCH 80101.61%
20
Ij
I
SEWEjI FORCE MAIN TO B4'0C2C 15
1 -1-00 -0 +50 0 -1 -00 0 +50 1 +00 1 +50 2 +00
A 2 +40.17
GIN OF PHASE
i EXISTING GRADE
A 2 +28.48 ;FA
TAP FOR !
SERMCO_ TO RESIDENCE
STA 2 +40.171
TEMP. END OF
8'PVC CL A , A 200
WATER MAIN TENS ON
W /VALVE & }TRUST BLOCK
STA 2 +40.17
LW. END C't -j- 1.51`PVC SCH. 80
SEWEi1 FORCE MAIN `
BLOCK 15
1! W/
TO
R PLUG &
PND FLANGE I
I {
2 +50 3 +00
F, 24" .•
1 4 `.
H, 14
BEGIN NEW ROAD, F, 28" "
1.
t
TWO NEW 1.5 PVC SCH 80 W .' STA 0 +20 '. 'J +
1' SHOULDER FORCE MAIN20ASPHALTr
APRON (COMPACTED TYP.)
END OF EXISTING PAVEMENT UlmSIA0+00 4
STA 0 +03.52 6 H, 24" 24FORCEMAIN
TO GRAVITY MAIN
SEE ENLARGED DE AIL
THIS SHEET W
z_
Q J.
r GRADING TO MATCH
EXISTING GRADE? AT END
OF NEW ROAD (I
1
3 +50 4 +00 4 +50
Me
50
40
30
120
5 +00
45' BEND
EXIST. MH W/ REDUCE
EXIST 8"
PVC MAIN
M I-
ENLARGED DETAIL L_
STA 0 +03.52 AND BEYOND 1.5" PVC FORCE MAIN (TYP.)
SEWER CONNECTION
FORCE TO GRAVITY MAIN
NTS 8" CAP 0 END OF LINE
are 9 APRII. -
20 0
AS BUILT DRAWING
2
10/17/06
REVISED 4/3/06 PER CITY OF PORT TOWNSEND'S REDLINE.
ALBER Y CAIRtVS
ATOM
ENGINEERING PLAN FOR
STREET OPENING &
SEWER & WATER EXTENSION
NAVD'88 PHASE 1
EL. 37.42 ® GPS MON. 21 CITY OF PORT CITY OF PORT TOWNSEND,11vATOWNSEND /JEFFERSON COUNTY JOINT GPS
SURVEY NAVD'88 SEC. 349 T. 31 N., R. 1 W., W.M., JEFFERSON COUNTY, WA
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20 40 60 A.oA. POULSBO, WA 98370
PHONE: (360) 779 -6633
B.I. PHONE: (206) 842 -6123
A.D.A. ENGINEERING, LLC FAX: (360) 779 -7031
Scale 1 " - ? 0' DRAWN: LDT CHECKED: HAA SCALE: 1 " =20' JOB 110.:05 -E5267
DESIGN: LDT DATE: JAN. 2006 SHEET 1 OF 2 FILE tJO.: 3A