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1) All construction shall be in accor q
Of, the City f Port tOWNSEND, the Stand rd Specifications for
Road- Bridgeand Municipal Construction 2001 Ed.), and as
directed by the Engineer.
2) Road construction shall conform to the requirements of the City.
STREET of Port Townsend and Divisions 2, 4 and 5 of the Standard
18 TH S fIcations Materials shall be as follows: pe .
W a 1 fr- a 1 31 2
w W r. As haltic Concrete — Class B conforming to Section 5 -04
2 7 2 , -- P of the Standard Specifications
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28 PRO-JECT-- aT' x _
s `` To Rock — Top course crushed surfacingL43267PconformintoSection4 -04 of the
17 TH STREET s
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Standard Specifications
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a , a a 1 u _ Gravel base conformin?q to Section
7 ti z, 12 _ _ A...
Gravel Bose
4_02 Standard Specifications
2 13 _
48 . 1a 14 a. - the requirem ent s of15 _ Water line construction shall conform to3)
3 4 \ is Section 7-09 through Section 7 -15 of the Standard'
16 TH STREET Specifications. Material shall be as follows:
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32 1
31 3
30 3
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14 TH STREET -- Gate valves c forming to AWWA C -500Va'Ives Sec. 9 -30.3 1 of the Standard
Specifications
4) During installation of all underground utilities including
storm and sanitary sewers and laterals, electrical conduits
and communication lines, soils shall be carefully monitored
for any sign of the presence of petroleum or other hazardous
or noxious substances. If any indications such as odors or
discoloration of soils are found, work in the vicinity shall
immediately be stopped and the following agencies notified:
O \` Port Townsend Public Works, 385 -7214 or 385 -2626 after hours
O
after hours
1 -1
S
If petroleum or other chemicals are found which present an
immediate threat to life or property, the Port Townsend Fire
Department shall be notified by dialing 911. P
Work shall not be esumee's in the
by ictheYapps priatecontamination
until approval to r 9
SE09 Washington State Department of Ecology, 459 -6000 or 753 -235
f
SHEET No. DESCRIPTION
1 TITLE SHEET
2 JACKMAN STREET
3 17TH STREET
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17' A.C. CLASS B PAVING
i - 66'
33' 33'
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0.67' MIN. GRAVEL BASE .17' CRUSHED
SURFACING
TOP COURSE
SECTION
CITY OF PT STD. T -9 (MODIFIED)
C,
CALL BEFORE YOU DIG
1- 800 - 424 -5555
FOR UNDERGROUND UTILITY
LOCATION SERVICE
EXPIRES: Z2!/2004
Temporary Benchmark I
Sewer Rim at intersection of
Jackman and 16u' Street taken as '.
Elevation 74.96 NGVD 27. Tom
Convert to NAVD 88 add 3.40 :-
feet to all elevations ..
As Built Dravicg
THIS A BUILT DRAWING WAS PREPARED FROM
FIELD MEASUREMENTS AND REPRESENTS THE
CHARACTER, LOCATION AND GRADE OF THE
CONSTRUCTED FACILITIES. ELEVATIONS ARE
ARBITRARY AND AGREE SOMEWHAT WITH CITY
DATUM, BUT ARE NOT CONSIDERED DEFINITIVE.
IT IS SUGGESTED THAT PERSONS USING THIS PLAN
AS A BASIS FOR FUTURE CONSTRUCTION' CONFIRM
THE LOCATIONS AND ELEVATIONS PRIOR TO
BEGINNING ANY NEW DESIGN OR CONSTRUCTION.
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Main Line -- Polyv'n \Achloride pipe conformingPtoAWWAC-900, Cl. 150 Sec. 2 31 2
3i 3 9- 30.1(5) ' of the, Standar
28 3 28 3 Specifications)
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34 35
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pipe,- _Service - pPo1 ethyCene pipe confor in g to AWWAp9CI (Sec_ 9- 30.6(3 6 of thea
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24 9 4 9 Standard specifications23231010
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As approved by City of Port Townsend. Fire Hydrants -- Contractor to verify type with Fire
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13 20 13
l9 19 14 Chief prior to construction, 1a 13 131a
14 TH STREET -- Gate valves c forming to AWWA C -500Va'Ives Sec. 9 -30.3 1 of the Standard
Specifications
4) During installation of all underground utilities including
storm and sanitary sewers and laterals, electrical conduits
and communication lines, soils shall be carefully monitored
for any sign of the presence of petroleum or other hazardous
or noxious substances. If any indications such as odors or
discoloration of soils are found, work in the vicinity shall
immediately be stopped and the following agencies notified:
O \` Port Townsend Public Works, 385 -7214 or 385 -2626 after hours
O
after hours
1 -1
S
If petroleum or other chemicals are found which present an
immediate threat to life or property, the Port Townsend Fire
Department shall be notified by dialing 911. P
Work shall not be esumee's in the
by ictheYapps priate contamination
until approval to r 9
SE09 Washington State Department of Ecology, 459 -6000 or 753 -235
f
SHEET No. DESCRIPTION
1 TITLE SHEET
2 JACKMAN STREET
3 17TH STREET
a
1
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o a DID
17' A.C. CLASS B PAVING
i - 66'
33' 33'
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J J ASPHALT CURB
a. W W (TYP.) o
OF-
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29. - - - - - -- -
b
0.67' MIN. GRAVEL BASE .17' CRUSHED
SURFACING
TOP COURSE
SECTION
CITY OF PT STD. T -9 (MODIFIED)
C,
CALL BEFORE YOU DIG
1- 800 - 424 -5555
FOR UNDERGROUND UTILITY
LOCATION SERVICE
EXPIRES: Z2!/2004
Temporary Benchmark I
Sewer Rim at intersection of
Jackman and 16u' Street taken as '.
Elevation 74.96 NGVD 27. Tom
Convert to NAVD 88 add 3.40 :-
feet to all elevations ..
As Built Dravicg
THIS A BUILT DRAWING WAS PREPARED FROM
FIELD MEASUREMENTS AND REPRESENTS THE
CHARACTER, LOCATION AND GRADE OF THE
CONSTRUCTED FACILITIES. ELEVATIONS ARE
ARBITRARY AND AGREE SOMEWHAT WITH CITY
DATUM, BUT ARE NOT CONSIDERED DEFINITIVE.
IT IS SUGGESTED THAT PERSONS USING THIS PLAN
AS A BASIS FOR FUTURE CONSTRUCTION' CONFIRM
THE LOCATIONS AND ELEVATIONS PRIOR TO
BEGINNING ANY NEW DESIGN OR CONSTRUCTION.
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THIS A BUILT DRAWING WAS PREPARED FROMEXPIRES: 6/29j2004 FIELD MEASUREMENTS AND REPRESENTS THE
CHARACTER, LOCATION AND GRADE OF THE
CONSTRUCTED FACILITIES. ELEVATIONS ARE
ARBITRARY AND AGREE SOMEWHAT WITH CITY
DATUM, BUT ARE NOT CONSIDERED DEFINITIVE. PROFILE— CALL BEFORE YOU DIG IT IS SUGGESTED THAT PERSONS USING THIS PLAN
AS A BASIS FOR FUTURE CONSTRUCTION CONFIRM
THE LOCATIONS AND ELEVATIONS PRIOR TO
BEGINNING ANY NEW DESIGN OR CONSTRUCTION. SCALE: 1 " = 0' H; 11's = 10' VFORUNDERGROUNDUTILITY
LOCATION SER VICE
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JOB:
02025
FILE:
SHEET1.DWG
SHEET
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