HomeMy WebLinkAboutCleveland Street; 14th to 15th Waterline ExtensionY
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CONCRETEE MONUMENT
5* BRASS IN CASE
E2778 -11)
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6" RC
65.79 N8852'1 57E
152 - - - - - - - - - -
SANITARY SEWER MANHOLE
s2\ n
RIM= 151.83
1 IE= 143.63
2 15TH STPEETJ
STA 2 +50.7, 11.3'R — ---- - - - - -
11 _ INSTALL:
1) 8" GATE VALVE I
LANDSCAPING TIMBERS (1) 8" BLIND FLANGE
1) 2" BLOWOFF ASSEMBLY ISEEDETAILW -7B)
CONCRETE STEPS
A 16,
f2 ±0 TY'P.)
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STA 1+86.2 33.6'L I i I ICONNECTTOEXISTINGt___ SINGLE WATER SERVICE
CONNECTION FOR
1423 CLEVELAND STREET\ it
SEE DETAIL W -1A) o I cn I
A, '
c
STA 1 +56.4, 32.71 N I / 4 11 CONNECT TO EXISTING STA 1+91.0, 32.4'RSINGLEWATERSERVICECONNECTTOEXISTINGtCONNECTIONFORJ
I SINGLE WATER SERVICE1425CLEVELANDSTREETo, I CONNECTION FOR
SEE DETAIL W -1A) o 1436 CLEVELAND STREET
z ; - I (SEE DETAIL W -1A)
CONCRETE STEPS
v 1 AND WALK
1+51 1
STA 1 +15.8, 33.0'R
INSTALL SINGLE SERVICECONCRETEWALL —fit u , -. ; \ I WATER CONNECTION <
SEE DETAIL W -1A) r)
i \ ;
1mac-- - - - -- v 1yiLEGEND
RIGHT OF WAY LINESTA1+19.6. 31.0'L ,. (
CONNECT TO EXISTING I ;
SINGLE WATER SERVI SANITARY SEWER LINEC8 ,:; =sue '
THEORETICAL CENTERLINECONNECTIONFOR \ " --' - - - I1415CLEVELANDSTREET
SEE DETAIL W -1A) I a , I -w W W WATERMAIN
I
FEt t UNDERGROUND I ELEPHONE LINE
OVERHEAD POWER LINE
3' PICKET FENCE I I
XX XX -- XX XX RAIL FENCE
I 'sue - - - - -- 2' CONTOUR LINES
EDGE 0 F G RAVE I.
I + POWER POLE
STA 0 +73.8, 29.91 S GUY
CONNECT TO EXISTING TELEPHONE PEDI__STALSINGLEWATERSERVICE ; INSTALL 265 L,F 8' PVC C -900
CONNECTION FOR B3 WATER METER
1401 CLEVELAND STREET I ; j1; ; wk-uty 2 y --w 6 E Q SEWER MANHOLE ISEEDETAILW -1A) APPROACH
GRAVEL DRIVE I
1 I STA 0 +30, 14.5'R ........ ..... PAVED ROAD
INSTALL:
1) FIRE HYDRANT ASSEMBLY 3D PROPOSED FIRE`IYDRANT ASSEMBLY
0 +5 1 (SEE DETAILS W -10, W-11) ±
i ® PROPOSED SING, - -E WATER SERVICE CONNECTION
162 "
I I G ; PROPOSED 2" BI-OWOFF ASSEMBLY I
49.73_(PLAT= 50.0') - --I \ l—
49.73' (PLAT= 50.0') I
r
BASE LINE (F82500/6)
N88'52' 15" E 264.91'
264.88' THEO.)
PLAT = 1014.00')
N88'52'15'E - 1009.91' (THEO.= 1009.75'/ E.E. ANDERSON)
i
EXISTING 6" A.C. WATERMAIN
14 TH STREET
STA -0 +14.3, 11.3'R0 +2 00 CONNECT TO EXISTING 6" A.C. WA RMAIN
INSTALL:
1) -
1) 6,. G.V.
1) 6"X8" INCREASER
SEE DETAILS W -3, W -4) I
NOTIES o
1. ANY TRENCH REPAIR ACROSS EXISTING ASPHALT REQUIRES C.D.F. BACKFILL.
SEE DETAILS SS -2A AND SS -2B)
2. PROPERTY OWNERS TO BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTION
THAT WILL INTERFERE WITH DRIVEWAY ACCESS. DRIVEWAYS TO BE ACCESSIBLE
BETWEEM 4 IPM AND 8 AM. DRIVEWAYS TO BE RESTORED TO CONDITION
PRIOR TO CONSTRUCTION.
3. ALL DISTUBED AREAS (STREET, DRAINAGE DITCHES, E-I-; -,.)
SHALL BE RETURNED TO ORIGINAL CONDITION.
jI K-RA
tom 3 APR71L 2000
3 c — 00
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BM
PT. NO. 32 CITY OF PT. TOWNSEND CONTROL
2" BRASS CAP IN MON CASE
INTERSECTION OF HOLCOMB & 14TH ST.
ELEV= 107.50 (NAVD'88)
i
20
NOTE:
SEE CITY MONUMENTATION
SURVEY BY E.E. ANDERSON
CONCRETE MONUMENT
2" BRASS IN CASE 1
m F- 2 LLJ
OI LL1Of
APPROVED 0 V)
N0710E: Plans are approved excepting =
any errors or omissions. Alt work must
pass inspection in conformance with I
allapplicable codes 9nd regulations. ADate:
Wr4S
0 0 6F—
Scale 1" = 20'
REV. 3 -6 -2000 PER CITY REVIEW
ft
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Daft Apra 199r
Approved By:
M
V -t- U
City of Fort Townsend - Public Works Department
Standard Detail
TRENCH SECTION
12" MIN
EXIST.
ASPHALT
PVMT.
BACKFILL \
CONFORMING TO ;
SEC 9 -03.10 \
COMPACTED IN 6"
MAX LIFTS OR
C.D.F. WHERE
REQUIRED
MINEAMPA"W i 1 V V
CLEVELAND STREET CENTERLINE PROFILE
PAVEMENT RESTORATION PER
CHAPTER 6
PROVIDE MIN 4"
TOPSOIL TYPE "B" &
HYDROSEED IN
NON- PAVEMENT AREAS
LOCATING TAPE
12 GAUGE, SOLID CORE, INSULATED,
COPPER LOCATING WIRE, FOR PVC PIPE
O
BEDDING MATERIAL N
PER WSDOT APWA ':i°- o w
9- 03.12(3) a
COMPACTED TO 95% o
DENSITY UNDER ;::..::::::.;:::. >::,., z
ROADWAYS OR PEA
GRAVEL FOR PVC PIPE W MAX
W =1.5 x PIPE DIA + 18"
FOR 6" W =27"
8" W =30"
12" W =36"
PEA GRAVEL SHALL BE FREE
FROM ORGANIC MATTER MEET:
U.S. STD. SEIVE SIZE PASSING
3/4" 100
318"
w W
0 -10
200 0 -3
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165 UU of UU of
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Daft Apra 199r
Approved By:
M
V -t- U
City of Fort Townsend - Public Works Department
Standard Detail
TRENCH SECTION
12" MIN
EXIST.
ASPHALT
PVMT.
BACKFILL \
CONFORMING TO ;
SEC 9 -03.10 \
COMPACTED IN 6"
MAX LIFTS OR
C.D.F. WHERE
REQUIRED
MINEAMPA"W i 1 V V
CLEVELAND STREET CENTERLINE PROFILE
PAVEMENT RESTORATION PER
CHAPTER 6
PROVIDE MIN 4"
TOPSOIL TYPE "B" &
HYDROSEED IN
NON- PAVEMENT AREAS
LOCATING TAPE
12 GAUGE, SOLID CORE, INSULATED,
COPPER LOCATING WIRE, FOR PVC PIPE
O
BEDDING MATERIAL N
PER WSDOT APWA ':i°- o w
9- 03.12(3) a
COMPACTED TO 95% o
DENSITY UNDER ;::..::::::.;:::. >::,., z
ROADWAYS OR PEA
GRAVEL FOR PVC PIPE W MAX
W =1.5 x PIPE DIA + 18"
FOR 6" W =27"
8" W =30"
12" W =36"
PEA GRAVEL SHALL BE FREE
FROM ORGANIC MATTER MEET:
U.S. STD. SEIVE SIZE PASSING
3/4" 100
318" 95 -100
8 0 -10
200 0 -3
Revision Trench Section
and Pavement Restoration
Detail: SS -2A
o` rOar I.. s
4 a
tit 0op ae•,
eOR
SCALE: 1 " =20' HORIZONTAL
1 " =5' VERTICAL
City of Port Townsend - Public Works Department
Standard Detail
SAWCUT EXIST. PAVEMENT
TACK COAT EDGE
MATCH EXIST.
TYP. BOTH SIDES
LEGEND
C.D.F. (CONTROLLED DENSITY
FILL) 1/4" MAX. SIZE AGGREGATE
SLECTED NATIVE SOIL (S.N.S.)
MAX 3/4" DIA. ROCK FOR PVC PIPE
MAX 2" DIA. ROCK FOR CONC.
DI OR CI PIPE
Date Apra 1997
M w<
NOTES :
C.D.F. SPEC. PER YARD
PAVEMENT RESTORATION
SEE CHAPTER 6.
MATERIAL POUNDS ABS- VOLiUME
CEMENT TYPE 1 30 0.15
FLY ASH 300 2.19
SAND (SP.GR 2.68) 2550 15.25
WATER 300 (36 GAL) 4.81
AIR % 18.00 4.86
X = 2" FOR PIPE 6" & UNDER, 3" FOR PIIPE
8" TO 18", 4" FOR PIPE 24" OR LARGER
C.D.F. PIPE BEDDING
Revision
Detail:
Pipe Bedding
SS -2B
GENERAL CONDITIONS
1. A preconstruction meeting shall be held with the city prior to construction.
2. All workmanship and materials shall be in accordance with the City of Port
Townsend Standards, the current edition of the State of Washington Standard
Specifications for Road, Bridge and Municipal Construction, and any project
specific special provisions or conditions and requirements.
3. Temporary erosion control measures are required and shall comply with the
storm water code, Chapter 5 of these Standards and WSDOT /APWA
Specification 1-07.15 as follows:
a. Erosion control plans shall be submitted to the city, approved by the
city, and implemented by the contractor prior to disturbing any soil on
the site. Submittal and approval of these plans shall precede and
construction activity on the site.
b. All permanent storage and retention /detention areas used as part of the
temporary erosion control and water pollution /flood activities and
conveyance systems shall be cleaned of all silts, sand and other
materials following completion of construction and the permanentfacilitiesshallthenbecompletedincludingpermanentinfiltration areas.
4. Horizontal and vertical controls /datum as adopted by the city shall be used,
unless approved otherwise.
5. The contractor shall be fully responsible for the location and protection of all
existing utilities. The contractor shall verify all utility locations prior to
construction by calling Underground Locate at 1- 800 - 424 -5555 a minimum of
48 hours prior to any excovation work.
6. All non - ferous pipe and services shall be installed with continuous tracer tape
installed 12" to 18" under the final ground. surface. The marker tape shall be
4" wide minimum plastic non - biodegradable, metal core or backing marked and
colored coded for the utility to be marked and which can be detected by a
standard metal detector. Tape shall be Terra Tape "D" or approved equal. In
addition to tracer tape, force mains and curved mains sholl have a 14 gauge
coated copper wire, wrapped around the pipe, brought up, coating stripped,
and tied off at the valve stem or manhole ring. The tape wire shall be
furnished and installed by the contractor.
7. Temporary street patching may be allowed with the approval of the City
Engineer. Temporary street patching shall be as described in Chapter 6.
8. The contractor shall provide a traffic control plan(s) for review and approval by
the City Engineer in accordance with the Manual on Uniform Traffic Control
Devices (MUTCD).
9. The contractor shall have a copy of the approved plans and permits at the
construction site at all times.
10. Special structures shall be installed per plans and manufacturers'
recommendations.
11. All disturbed areas shall receive temporary and permanent erosion control in
the form of vegetation establishment such as grass seeding. A means shall be
established to protect the permanent storm drain system prior to establishment
of the permanent erosion control measures. These methods shall be included
in the erosion and sediment control plans in accordance with Chapter 5 of
these standards.
12. Construction work hours shall be restricted to 7 a.m. to 6 p.m., Monday
through Friday, unless otherwise approved in writing.
13. The city public works inspector shall be notified a minimum of 24 hours in
advance of the need for an inspection. Every effort will be made to
accommodate same -day inspections it the city in notified before 8 a.m.
GENERAL CONDITIONS - WATER
1. The city shall be given 72 hours notice prior to scheduling a shutdown on any
portion of the water system. The existing valve must be pressure tested to
city standards prior to connection. If an existing valve fails to pass the test,
the contractor shai; make the necessary provisions to test the new line prior
to connection of the existing system or install a new valve.
2. The existing valve wall only be operated by city employees during
construction.
3. During the construction of mains and services, the contractor shall cap, plug
or secure the ends of such lines whenever the project is shut down at the end
of the day so that contaminants will not enter the lines.
4. All lines shall be ch'orinated and tested in conformance with the standard
specifications. Dechlorination will be done by city forces at contractor
expense.
5. All water mains sholl be staked for grades and alignment.
isa 3 APRIL. 2000
3 - 6 - ov
r
a
s
TORT =e, City of Port Townsend - Public Works DepartmentIt
Standard Detaile
CARSON PVC METER BOX
MODEL #1419, OR
EQUIVALENT
CUSTOMER
RESPONSIBILITY
PROPERTY
LINE
SHUT OFF WITH
LOCK WING GROUND KEY
110 COMPRESSION
MUELLER MODEL B25170,
OR EQUIVALENT
6 "MIN
2' MAX
3/4 FEMALE
k FLARE
SERVICE PIPE co 1
TYPE K COPPER i I
N
CORP STOP INLET
IRON PIPE THREAD
OUTLET FOR 110 COMPRESSION
CONNECTION, EQUAL COPPER
TO MUELLER #H- 15028, STUB OUT
OR EQUAL
CHECK VALVE
BED WITH PEA GRAVEL
MIN. BEARING AREA AGAINST UNDISTURBED SOIL
OR WASHED ROCK
E TEE
x TO PROVIDE POSITIVE 5/8"x3/4 METERDRAINOUTOFBOXSENCESSRII
SERVICE SADDLE
WITH SST BAND
TAP SIZE AS REQUIRED
ROMAC MODEL #101S,
OR EQUIVALENT
NOTE:
1. A PRESSURE REDUCING VALVE INSIDE A SEPARATE: METER
BOX IS RECOMMENDED WHERE STATIC PRESSURE 11S GREATER THAN 80 PSI.
2. PRESSURE REDUCING VALVES SHALL BE INSTALLED) ON
CUSTOMERS PROPERTY AT LEAST 3' FROM THE WATER METER BOX.
3. SIZE OF FITTINGS AND TAP SIZE SHALL BE AS REQUIRED FOR
THE TYPE OF SERVICE.
4. * INDICATES ITEMS TO BE INSTALLED BY CITY.
Date Apra 1997
Approved Br
Fad &water
o City of Port Townsend - Public Works Department
r Standard Detail
Water Service Connection
Single 3/4' and I' Service
Detail• WAA
B.
BLIND O A
FLANGE O
PLUG
BLIND
FLANGE
90' BEND
45' BEND
22 1/2' BEND
e,A City of Port Townsend - Public Works Department
Standard Detail
r
or WASS, 1 1 \/C TAP
POURED WIDTH OF TRENCH, TWO
FEET PAST VALVE FLANGE UNDISTURBED
STARTING 1' ABOVE THE PIPE GROUNDGATEVALVE
FL x MJ
1' ABOVE PIP
PIPE.::.::. —
APPROVED PEA GRAVEL OR -
SAND BEDDING MATERIAL_ 2, COMPACTED
SOLID BRICK SUPPORT T '
CONCRETE THRUST BLOCK -
NOTE:
1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND
PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED.
2. CONTROLLED DENSITY BACKFILL IS A PLANT MIX CONSISTING OF:
3100# SAND, 450# WATER, AND ONE SACK (94 #) OF CEMENT.
3. MJ CUT IN TEES SHALL NOT BE PERMITTED.
4. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION.
5. ALL THRUST BLOCKS TO BE PLACED AGAINST UNDISTURBED GROUND.
6. FOR ROAD REPAIR SEE STREET STANDARDS.
Date Apra 1W No. I We Revision By Apvd Connection to
Existing Main
ApprovedBy:
F Ewe- Detail• W -3
r'
ORT l City of Port Townsend - Public Works Department
Standard Detail
WAS`
D - I-.d
MIN. BEARING AREA AGAINST UNDISTURBED SOIL
MUELLER CENTURY 4 NST STEAMER PORTFIREHYDRANTo0ETEE
18"
4 STORTZ ADAPTERj
Q
FT' FTZ
TWO 2 1/27
BLIND FLANGE
FTz
MAX 47, NST PORTS °
OR SMALLER SIZE PIPE
3
MIN 3"
1 1
00 18" MIN, 28" MAX
NONE
6" 4 4 2 1 1 NONE
8"
THRUST BLOCK — TABLE
MIN. BEARING AREA AGAINST UNDISTURBED SOIL
SQUARE FEET 18"
PIPE
SIZE
Q
FT' FTZ FTz FTz FTz FT
4 3 1 1 1 1 NONE
6" 4 4 2 1 1 NONE
8" 7 6 4 2 1 4
10" 11 10 6 3 2 6
12" 16 14 9 5 3 9
14" 22 19 12 6 3 12
16" 29 25 16 8 4 16
18" 36 31 20 10 5 20
2Q" 45 39 24 13 6 24
22" 54 47 29 15 8 29
24" 64 56 35 18 9 35
28" 87 76 48 24 12 48
30" 101 87 55 28 14 55
36" 175 125 78 40 20 78
42" 197 1 55 27 107
48" 257 1 223 1 140 71 36 140
Date Aid IN7
ApprovedBr.
Fve aed.rd\waty
N OTES:
1. BEARING AREA OF CONCRETE THRUST -
BLOCK BASED ON 200 PSI PRESSURE
AND SAFE SOIL- BEARING LOAD OF
2,000 POUNDS PER SQUARE FOOT.
2. AREAS MUST BE ADJUSTED FOR OTHER
PIPE SIZES, PRESSURES, AND SOIL
CONDITIONS.
3. CONCRETE BLOCKING (CLASS 3000)
SHALL BE CAST IN PLACE AND HAVE
A MINIMUM OF 1/4 SQUARE FOOT
BEARING AGAINST THE FITTING.
4. BLOCK SHALL BEAR AGAINST FITTINGS
ONLY AND SHALL BE CLEAR OF JOINTS
TO PERMIT TAKING UP OR
DISMANTLING OF JOINT.
5, CONTRACTOR SHALL INSTALL BLOCKING
ADEQUATE TO WITHSTAND FULL TEST
PRESSURE UNDER ALL CONDITIONS OF
SERVICE.
6, MINIMUM ROD DIAMETER SHALL BE
3/4" ASTM A -307 WITH 36KSI YIELD
STRENGTH.
Revision 8y 1 Apvd Horizontal Thrust
Blocks
Detail: 0
3"
7 CU. FT. MIN WASHED
GRAVEL PASSING 1 -1 2'
AND RETAINED ON 1/4!'
MESH FOR DRAIN
CONCRETE BLOCKING TO
BE PLACED AGAINST
UNDISTURBED SOIL (TYP)
TO BE PLACED
AGAINST UNDISTURBED
SOIL (TYP)
16" X 8" X 4" MIN
CONCRETE BLOCK
MJ WITH RESTRAINT
3/4" ALL THREAD ROD—
Daft Apri11W
Approved By.
Fad &1enQ ed standard\water
Revision
VALVE -BOX
CAST IRON TEE,
MEGA -LUG WITH 6" FLANGE
SIDE OUTLET
CONCRETE
BLOCKING
6" GATE VALVE
FL X MJ)
6" DUCTILE IRON
PIPE CLASS 52
CEMENT LINED
OR C -900 PVC
Fire Hydrant
Assembly
Detail W -10
City of Port Townsend - Public Works Department
Standard Detaillu,
Af °= WASH `1,o
PAVED SURFACE
C14
I
N
VALVE OPERATING NUT
EXTENSION SEE NOTE 1
CAST IRON
VALVE BOX
3/8" SET SCREW
VALVE BOX EXTENSION
VALVE BOX AND EXTENSION
NOTES:
i VALVE OPERATING NUT EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN TWO (2)
FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG.
ONLY ONE EXTENSION WILL BE ALLOWED PER VALVE.
Date Api11997 No. Dais Revision By Apvd Valve Box
and Extension
ApprovedBr.
File Ft andud\wster Detail• W -4
e, City of Port Townsend - Public Works Department
4 Standard Detail
r. ' +'° GUARD POST
o WAR.
ELEVATION
K Al
GE
FIRE HYDRANT GUARD POST
SEE NOTES 1 AND 2)
NOTES:
PLAN
IFA
3111 DoE
TORT P, City of Pori Townsend - Public Works Department
Standard Detail
CAS VALVE
BOX 18" x 24 WITF'
LID MARKED WATER
2" IRON BOGY
VALVE. MUELLEI
1 1/2 GRINNtiL
HAND GATE VAI
OR EQUIVALENT
STREET
CORP STOP INLET
IRON PIPE THREAD
OUTLET FOR STREET E
CONNECTION. EQUAL T
MUELLER #H9969.
OR EQUIVALENT
SERVICE SADDLE
WITH SST BAND
TAP SIZE AS REQUIRE
ROMAC MODEL #2002'
OR EQUIVALENT
Date: April 1997
Approved By:
File: E: \eng_std\standard\water
0
Revision
3 APRIL 2000
AA OP
2" Blowoff Assembly
Detail: W -7B
APPROVED
NOTICE: Plans are approved excepting
any errors or omissions. All work must
pass inspection in conformance with
all applicable codes and regulations.
Date:
Permit No.
By:
CITY OF PORT TOWNSEND
a
I
1 GUARD POSTS SHALL BE 6' LONG, 8 IN DIAMETER
18" PRECAST CONCRETE OR 6' LONG, 6" DIAM SCH 40,
CONCRETE FILLED CLASS 52 STEEL PIPE. PAINTED
WITH TWO COATS OF "RUST— O —LEUM" NO. 2766, HI
GLOSS YELLOW PAINT.
42"
2 TOP OF GUARD POST SHALL BE LEVEL WITH TOP OF
FIRE HYDRANT OR 30" IF NOT ON LEVEL GROUND.
3 VALVE MARKER POST SHALL BE 42" PORTABLE TRAFFIC
DELINEATOR POST W /TWO REFLECTOR STRIPS. THEY
SHALL BE FURNISHED NEW AND UNUSED AND BURIED 24"
DEEP, TO LEAVE 18" EXPOSED AS A MARKER POST
THE LETTER "V" AND THE DISTANCE TO THE VALVE
VALVE MARKER POST SHALL BE STENCILED ON THE POST WITH 2" HIGH
NUMERALS, WITH BLACK ENAMEL PAINT.
SEE NOTES 3, 4 AND 5) 4 VALVE MARKER POSTS SHALL BE INSTALLED FOR ALL
VALVES LOCATED IN UNIMPROVED OR UNPAVED AREAS.
VALVE MARKER POSTS SHALL BE SET IN A SAFE AND
REASONABLY CONSPICUOUS LOCATION.
5 VALVE MARKER POSTS ARE NOT REQUIRED FOR AUXILIARY
HYDRANT VALVES.
Date AW 1997 No. D°te Revision By I Apvd Fire Hydrant Guard Post
and Valve Marker Post
Approved Br
Detail W -11FadEtdbtsndudlwaler
IFA
3111 DoE
TORT P, City of Pori Townsend - Public Works Department
Standard Detail
CAS VALVE
BOX 18" x 24 WITF'
LID MARKED WATER
2" IRON BOGY
VALVE. MUELLEI
1 1/2 GRINNtiL
HAND GATE VAI
OR EQUIVALENT
STREET
CORP STOP INLET
IRON PIPE THREAD
OUTLET FOR STREET E
CONNECTION. EQUAL T
MUELLER #H9969.
OR EQUIVALENT
SERVICE SADDLE
WITH SST BAND
TAP SIZE AS REQUIRE
ROMAC MODEL #2002'
OR EQUIVALENT
Date: April 1997
Approved By:
File: E: \eng_std\standard\water
0
Revision
3 APRIL 2000
AA OP
2" Blowoff Assembly
Detail: W -7B
APPROVED
NOTICE: Plans are approved excepting
any errors or omissions. All work must
pass inspection in conformance with
all applicable codes and regulations.
Date:
Permit No.
By:
CITY OF PORT TOWNSEND
a
I