HomeMy WebLinkAboutHill Street; 10th to 12th Firelane AccessM
CONSTRUCTION NOTES
O 2" AC/2" CSTC/8- AGG BASE PAVEMENT AS NOTED
NORTHIORTH
N
00 G/8" AB GRAVEL ROAD
0 t
1 40#
C[INS RLCT DRIVEWAY
40 0 20 40 so 3 2- AC/6" AB DRIVEWAY
ONSTRUCT AG' TUR 4AR11U D GRADE TO CONSTRUCT PATH
AS SHIVN
10+D7 BE AC 14 FT +/ IDE 9 r0 INSTALL FIRE HYDRANT ASSEMBLYO53 - W
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RIVE dAy; AC AVE ENT crl P 70 INSTALL 12// CULVERT INSTALL 4, FT WIDE TRAIL PER DETAIL1O0+33 BEG 14 FT AT J[1JN
33 3 'WIDE )iC DRIVEW Y CID v 33 1 33 O7 INSTALL SIGNAGE FOR TRAIL
T- -46
r 8 INSTALL DOUBLE WATER SERVICE (BY CITY)
44 o I _4m s1,, 5 44__ - 1
36
42 44 J INSTALL DUAL SEWER SERVICE
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40 11 ROGKERYINSTALL3FT1116
16
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0 — — — — — — — —
N, HILL rn VARIES VARIES6STREET
34 34 v
rrr- — — — 32 32
30 30 as: AS-BUILT EP
K 28 s3 it ELEVATION
Ljj
N) j Lij
U n-,
oz N
7 7 2 3:1 TYPICAL
2% TYP
C3
ry
CD w
co z < 2'4 C/2'CSTC/8' AB GRAVEL
LLJ
ry 0
O
CU 4'AB GRAVEL/ 0
CD COMPACTED 90%
1k 8 "SEWER
CD VARIES
O Lli HILL STREET DRIVEWAY
o4
10+33 TO 14+70123
AS-BUILT ELY EDGE
PAVEMENT j0
50 CROSS SECTION
X M LLJLJ )D M M l_- M 0
CY ry 0
0 N n
0 D 0 0- 0 0- 0 Q0 0- • LLJ SCALE: NTS
0 --D D (n co LLJ 00 LLJ 0 a- LLJ 00
0 0) 00 ro +
0 00 00 + - -It
0 + + - + -
It -
n 0)
0- + D 0 0 .0 O 0 r7 M
O
NEIGHBORHOOD CONNECTOR
X .0065- 40
40 _
S =.0 00
1'
41
Ln
0) Geotextile
sz:=. 0300 2% Cross slope or crown
i-ng ground L [IF SWALE
0
required for drainageF _-Ml 717
on cent
X
LJ 30
30 0 1/4" compacted crushed rock (95% M.P.D)., 2"-4"
O ` 1 Pit run (or any non—organic fill),, 4"-6" (may be reduced if
adequate subgrade exists)
0 Subgrade compacted to 95% M.P.D.
Existing 6 AC WATUR
ZExisting 8' PVC SEWER
20
OWNER: AS BUILT 07/05/0720
15 Q WA KATHLEEN HAWN10 .1 1 12 13 .14
ANDERSON HILL ST. FIRE ACCESS CO
CIVILLEGEND: Seattle, WACIVILENGINEERS 1 0th St to, 1 2th St
PROFILE & SURVEYORS
425-742-1476
BENCH MARK EXISTING CONTOUR —42 T PLAN & PROFILE
CITY OF PORT TOWNSEND SCALE: HEIR, 1'_ 4 0' PORT TOWNSEND, WA 96366 os o7
LEGAL DESCRIPTION:
DRWN BY RWR
MON. NO. 9188 // = DESIGN BY MJAVERT, 1 4 NEW PAVEMENT EXP. DATE: 05 05 08 LOTS 1 THRU 5, 1
ELEV. 243.80 (NAD 1988) (360) 531-1011 BLK 36, EISENBEIS SCALE 20 DATE: 05/24/06;REV 03/20/07; REV12 04/04/07 SHEET 1 OF I
26
ff, 7777nz
24--
22—
C I
C1, 0
oz N
7 7 2 3:1 TYPICAL
2% TYP
C3
ry
CD w
co z < 2'4 C/2'CSTC/8' AB GRAVEL
LLJ
ry 0
O
CU 4'AB GRAVEL/ 0
CD COMPACTED 90%
1k 8 "SEWER
CD VARIES
O Lli HILL STREET DRIVEWAY
o4
10+33 TO 14+70123
AS-BUILT ELY EDGE
PAVEMENT j0
50 CROSS SECTION
X M LLJLJ )D M M l_- M 0
CY ry 0
0 N n
0 D 0 0- 0 0- 0 Q0 0- • LLJ SCALE: NTS
0 --D D (n co LLJ 00 LLJ 0 a- LLJ 00
0 0) 00 ro +
0 00 00 + - -It
0 + + - + -
It -
n 0)
0- + D 0 0 .0 O 0 r7 M
O
NEIGHBORHOOD CONNECTOR
X .0065- 40
40 _
S =.0 00
1'
41
Ln
0) Geotextile
sz:=. 0300 2% Cross slope or crown
i-ng ground L [IF SWALE
0
required for drainageF _-Ml 717
on cent
X
LJ 30
30 0 1/4" compacted crushed rock (95% M.P.D)., 2"-4"
O ` 1 Pit run (or any non—organic fill),, 4"-6" (may be reduced if
adequate subgrade exists)
0 Subgrade compacted to 95% M.P.D.
Existing 6 AC WATUR
ZExisting 8' PVC SEWER
20
OWNER: AS BUILT 07/05/0720
15 Q WA KATHLEEN HAWN10 .1 1 12 13 .14
ANDERSON HILL ST. FIRE ACCESS CO
CIVILLEGEND: Seattle, WACIVILENGINEERS 1 0th St to, 1 2th St
PROFILE & SURVEYORS
425-742-1476
BENCH MARK EXISTING CONTOUR —42 T PLAN & PROFILE
CITY OF PORT TOWNSEND SCALE: HEIR, 1'_ 4 0' PORT TOWNSEND, WA 96366 os o7
LEGAL DESCRIPTION:
DRWN BY RWR
MON. NO. 9188 // = DESIGN BY MJAVERT, 1 4 NEW PAVEMENT EXP. DATE: 05 05 08 LOTS 1 THRU 5, 1
ELEV. 243.80 (NAD 1988) (360) 531-1011 BLK 36, EISENBEIS SCALE 20 DATE: 05/24/06;REV 03/20/07; REV12 04/04/07 SHEET 1 OF I
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