w

OU

il

a_

GENERAL CONDITIONS

to construction. r City ofPort Townsend - Public Works Department1. A preconstruction meeting shall be held with the city prior

and materials shall be in accordance with the City of Port' 04

Standard Detail2. All workmanshipTownsend Standards, the current edition of the State of Washington Standard v

Ap, B,•

Specifications for Road, Bridge and Municipal Construction, and any project

Detail:

specific special provisions or conditions and requirements. y'= 3. Temporary erosion control measures are required APWA

with the

Standards and

dshallcomply

1

1.

storm water code, Chapter 5 of these

4

2.

Specification 1 - 07. 15 as follows: Erosion control plans shall be submitted to the city, approved by the

1

o.

city, and implemented by the contractor prior to disturbing any soil on

TM_ City of Port Townsend - Public Works Department3.

the site. Submittal and approval of these plans shall precede and

t

Standard Detail

2

construction activity on the site. b. All permanent storage and retention / detention areas used as part of the

4

10"

temporary erosion control and water pollution / flood activities and

Z -

4.

conveyance systems shall be cleaned of all silts, sand and other

2 6

materials following completion of construction and the permanent

16

5.

facilities shall then be completed including permanent infiltration areas. datum as adopted by the city shall be used,

z:..., ...

4. Horizontal and vertical controls

14"

5.

unless approved otherwise.

The contractor shall be fully responsible for the location and protection of all 0

6

existing utilities. The contractor shall verify all utility locations prior toconstruction by calling Underground Locate at 1 - 800- 424 - 5555 a minimum of

12

6.

48 hours prior to any excavation work. All non - ferous pipe and services shall be installed with continuous tracer tape

25 16

installed 12" to 18" under the final ground surface. The marker tape shall beor backing marked and 1

7.

4" wide minimum plastic non - biodegradable, metal corecoded for the utility to be marked and which can be detected by a

STANDARD CONCRETE METER BOX3' BACK OF CURB

31

colored

standard metal detector. Tape shall be Terra Tape " D" or approved equal. In 2

5

addition to tracer tape, force mains and curved mains shall have a 14 gaugewire, wrapped around the pipe, brought up, coating stripped, 3

1 45

coated copper

and tied off at the valve stem or manhole ring. The tape wire shall be

1 24

7.

furnished and installed by the contractor. Temporary street patching may be allowed with the approval of the City

24

8.

Engineer. Temporary street patching shall be as described in Chapter 6. traffic control for review and approval by

MJ x FL VALVE. \ SAME SIZE AS MAIN

8. The contractor shall provide aplan( s)

the City Engineer in accordance with the Manual on Uniform Traffic Control

y

1 I' FOR2' GALGAN12ED£ PIPE.

9.

Devices ( MUTCD).

The contractor shall have a copy of the approved plans and permits at the MINOR COLLECTOR LOCAL

10.

construction site at all times.

Special structures shall be installed per plans and manufacturers' ARTERIALACCESS

11.

recommendations.

All disturbed areas shall receive temporary and permanent erosion control insuch as grass seeding. A means shall be

ASPHALT q 0" 3. 0" 2. 0

O CLASS B

87

the form of vegetation establishmentestablished to protect the permanent storm drain system prior to establishment

These methods shall be includedCRUSHED SURFACING 2. 0" 2. 0"

4. 0" O

24

of the permanent erosion control measures. in the erosion and sediment control plans in accordance with Chapter 5 of

TOP COURCE

12.

these standards.

Construction work hours shall be restricted to 7 a. m. to 6 p. m., Monday O GRAVEL BASE ( 1) 10. 0" 10. 0" 8. 0"

13.

through Friday, unless otherwise approved in writing. The city public works inspector shall be notified a minimum of 24 hours in

14 55

advance of the need for an inspection. Every effort will be made to

175 125

accommodate some - day inspections it the city in notified before 8 a. m.

40

GENERAL CONDITIONS - WATER

42"

1. The city shall be given 72 hours notice prior to scheduling a shutdown on anyof the water system. The existing valve must be pressure tested to

NOTES:

1) BASE MAY NEED TO BE INCREASED DEPENDING ON SUITABILITY OF NATIVE MATERIAL

55

portion

city standards prior to connection. If an existing valve fails to pass the test.

107

48"

the contractor shall make the necessary provisions to test the new line prior

223

2.

to connection of the existing system or install a new valve. The existing valve shall only be operated by city employees during

36

3

construction.

Du- in the construction of mains and services, the contractor shall cap, plug 997By Aprd PaVement Sections

RD WS; S;

1. ALL MAINTANENCE HOLE TOPS TO BE SET TO EXISTING GRADE.

2. ANY TRENCH REPAIR ACROSS EXISTING ASPHALT REQUIRES C. D. F. BACKFILL. SEE DETAILS SS - 2A AND SS - 28)

3. PROPERTY OWNERS TO BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTIONTHAT WILL INTERFERE WITH DRIVEWAY ACCESS. DRIVEWAYS TO BE ACCESSIBLE

BETWEEM 4 PM AND 8 AM. DRIVEWAYS TO BE RESTORED TO CONDITIONPRIOR TO CONSTRUCTION.

4. A SANITARY SEWER CLEAN - OUT SHALL BE PROVIDED WITHIN 3 FEETOF BUILDING OR STRUCTURE TO BE SERVED PER CITY OF PORT TOWNSEND

ENGINEERING STANDARDS

5. ALL DISTUBED AREAS ( STREET, DRAINAGE DITCHES, ETC.) SHALL BE RETURNED TO ORIGINAL CONDITION.

VIAL V£ 7NRUST BLOCKAIND VALVE BOX PERSTANDARD DETAILS

S>EE NO 41.

ITie: April 1997

ArMved 11r.-

Fille: E: kn6

1' GALVANIZED IRONPIPE, 76 FIT. -

12" MIN.

2" 90' EZBOW

112 G Y. GRAVEL

BACKF/ LL FOR

DRAIN.

COVER CRAWL WTH

15z FELT RoonNGMATERIAL

T - 2

RrA. Wn By Aped Temporary2" BlowoffAssembly

Detail: W- 713

4TMT City of Port Townsend - Public Works Department

Standard Detail

BLIND / OA ` FLANGE L:'• :•

O

BLINDFLANGI

45' BEND

22 1/ 2' BEND

TEE

BLIND FLANGEOR SMAL. LER SIZE PIPE

11 ,

GATE VALVE

11 1/ 4' BENDCROSS

THRUST BLOCK - TABLE

9 the ends of such lines whenever the project is shut down at the end Date: or secure

of the day so that contaminants will not enter the lines. tested in conformance with the standard

QFT2

4. All lines shall be chlorinated andspecifications. Dechlorination will be done by city forces at contractor

Ap, B,•

0FT2 FT2

Detail: 5.

expense.

All water mains shall be staked for grodes and alignment. File• E

GENERAL CONDITIONS - WASTE WATER

1

1. All work and materials shall conform to the City of Port Townsend Standards

4

2.

and WSDOT / APWA Standard Specifications. The city shall be given 72 hours notice prior to scheduling a diversion of flows

1

in the wastewater system, TM_ City of Port Townsend - Public Works Department3. During the construction of mains and services, the contractor shall cap, plug,

the of such lines whenever the project is shut down at the endt

Standard Detail

2

or secure ends

4

10"

of the day so that contaminants will not enter the lines. All lines be tested in conformance with the standard specifications.

Prior Z -

4. shall

to final acceptance of all installations, the city reserves the right to conduct an

2 6

inspection of all main lines by the use of television equipment.

16

5. The city construction inspector shall be notified a minimum of 24 hours into main is needed to

5 3

advance of the time that a service connection an existing

that the city inspection may be scheduled for the work. The inspector shall be

14"

6.

present at the time of the top. Prior to backfilling, all sewer lines and appurtenances shall be inspected and

12 6

approved by the citys inspector. Approval shall not relieve the contractor for

12

16"

correction of any deficiencies and / or failure as determined by subsequent

25 16

testing and inspections. It shall be the contractor' s responsibility to notify the

4

7. city for the required inspections. Approximate locations of existing utilities have been obtained from available

STANDARD CONCRETE METER BOX3' BACK OF CURB

31

records and are shown for convenience. The contractor shall be responsibleto damage to any additional utilities not

10 5

for verification of locations and avoid

shown. It conflicts with existing utilities arise during construction, the2" GALVANIZED CAP

1 45

contractor shall notify the public works inspector and any changes required

1 24 113

shall be approved by the Public Works Director prior to commencement of

24

8.

related construction on the project. All sewer main extensions within the public right - of - way or in easements mustbe staked by survey for line and grade prior to starting construction.

MJ x FL VALVE. \ SAME SIZE AS MAIN

1 29 1 15

y

1 I' FOR2' GALGAN12ED£ PIPE.

RD WS; S;

1. ALL MAINTANENCE HOLE TOPS TO BE SET TO EXISTING GRADE.

2. ANY TRENCH REPAIR ACROSS EXISTING ASPHALT REQUIRES C. D. F. BACKFILL. SEE DETAILS SS - 2A AND SS - 28)

3. PROPERTY OWNERS TO BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTIONTHAT WILL INTERFERE WITH DRIVEWAY ACCESS. DRIVEWAYS TO BE ACCESSIBLE

BETWEEM 4 PM AND 8 AM. DRIVEWAYS TO BE RESTORED TO CONDITIONPRIOR TO CONSTRUCTION.

4. A SANITARY SEWER CLEAN - OUT SHALL BE PROVIDED WITHIN 3 FEETOF BUILDING OR STRUCTURE TO BE SERVED PER CITY OF PORT TOWNSEND

ENGINEERING STANDARDS

5. ALL DISTUBED AREAS ( STREET, DRAINAGE DITCHES, ETC.) SHALL BE RETURNED TO ORIGINAL CONDITION.

VIAL V£ 7NRUST BLOCKAIND VALVE BOX PER

STANDARD DETAILS

S> EE NO 41.

ITie: April 1997

ArMved 11r.-

Fille: E: kn6

1' GALVANIZED IRONPIPE, 76 FIT. -

12" MIN.

2" 90' EZBOW

112 G Y. GRAVEL

BACKF/ LL FOR

DRAIN.

COVER CRAWL WTH

15z FELT RoonNGMATERIAL

T - 2

RrA. Wn By Aped Temporary2" BlowoffAssembly

Detail: W- 713

4TMT City of Port Townsend - Public Works Department

Standard Detail

BLIND / OA ` FLANGE L:'• :•

O

BLINDFLANGI

45' BEND

22 1/ 2' BEND

TEE

BLIND FLANGEOR SMAL. LER SIZE PIPE

11 ,

GATE VALVE

11 1/ 4' BENDCROSS

THRUST BLOCK - TABLE

MIN. BEARING AREA AGAINST UNDISTURBED SOILSQUARE FEET

PIPESIZE

QFT2

QFT2 FT2

@FT2

0FT2 FT2

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

20" 1 45 39 1 24 113 6 24

22" 1 54 47 1 29 1 15 8 29

24" 64 56 35 1 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" 197 171 107 55 27 107

48" 257 223 140 71 36 140

NOTES:

1. BEARING AREA OF CONCRETE THRUST - BLOCK BASED ON 200 P' SI PRESSUREAND. SAFE SOIL - BEARING LOAD OF2, 000 POUNDS PER SQUARE FOOT.

2. AREAS MUST BE ADJUSTE:D FOR OTHERPIPE SIZES, PRESSURES, AND SOILCONDITIONS.

3. CONCRETE BLOCKING ( CLASS 3000)

SHALL BE CAST IN PLACE AND HAVEA MINIMUM OF 1/ 4 SQUARE FOOTBEARING AGAINST THE FITTING.

4. BLOCK SHALL BEAR AGAINST FITTINGSONLY AND SHALL BE CLEAR OF JOINTSTO PERMIT TAKING UP ORDISMANTLING OF JOINT.

5. CONTRACTOR SHALL INSTALL BLOCKINGADEQUATE TO WITHSTANID FULL TESTPRESSURE UNDER ALL CONDITIONS OFSERVICE.

6. MINIMUM ROD DIAMETER SHALL BE3/ 4" ASTM A - 307 WITH 36KSI YIELDSTRENGTH.

y ThrustRwl. bn By APvd Horuzontal 1111ust

Blocks

IDetail: W -8

1

4 City ofPort Townsend - Public Works Department

Standard Detail

Cr

4d City ofPort Townsend - Public Works DepartmentStandard Detail

CP

CARSON PVC METER BOXCUSTOMER

MODEL # 1419, ORRESPONSIBILITYPONSSIIBILITY

PAVED SURFACEEQUIVALENT

I PROPERTY

LINEI N

SHUT OFF WITHLOCK WING GROUND KEY

N

110 COMPRESSION IMUELLER MODEL B25170, OR EQUIVALENT

VALVE OPERATING NUT

6 " MIN EXTENSION SEE NOTE 1

2' MAX W01- CAST IRON

FLARE

FEMALEVALVE BOX

FLA

SERVICE PIPE ° rTYPE K COPPER ^

IRON

STOP INLET

IRON PIPE THREADOUTLET FOR 110 COMPRESSION COPPER

CONNECTION, EQUAL * STUB OUT

TO MUELLER # H- 15026, OR/MkOR EQUALECK VALVE

i BED WITH PEA GRAVELOR WASHED ROCK

X TO PROVIDE POSITIVE 5/ 8 "x3/ 4" METERDRAIN OUT OF BOX * SENCES SRII

SERVICE SADDLEWITH SST BANDTAP SIZE AS REQUIREDROMAC MODEL # 1015, OR EQUIVALENT

NOTE:

1. A PRESSURE REDUCING VALVE INSIDE A SEPARATE METERBOX IS RECOMMENDED WHERE STATIC PRESSURE IS GREATER THAN 80 PSI.

2. PRESSURE REDUCING VALVES SHALL BE INSTALLED ONCUSTOMERS PROPERTY AT LEAST 3' FROM THE WATER METER BOX.

3. SIZE OF FITTINGS AND TAP SIZE SHALL BE AS REQUIRED FORTHE TYPE OF SERVICE.

4. * INDICATES ITEMS TO BE INSTALLED BY CITY.

April 1" 7 No. (). f. RrAdon By AP- Water Service Connection

Single 3/ 4" and 1" Service

pH: tstfi tw Detail: W -lA

4 City ofPort Townsend - Public Works Department

Standard Detail

MUELLER CENTURYFIRE HYDRANT

TWO 2 1/ 2"

MAX 4 ", NST PORTS

MIN 3 " - -

3"

7 CU. FT. MIN WASHED

GRAVEL PASSING 1 - 1 2" AND RETAINED ON 1 4MESH FOR DRAIN

CONCRETE BLOCKING TOBE PLACED AGAINSTUNDISTURBED SOIL ( TYP)

TO BE PLACEDAGAINST UNDISTURBED

SOIL ( TYP)

16" X 8" X 4" MIN

CONCRETE BLOCK

MJ WITH RESTRAINT

3/ 4" ALL THREAD ROD-

Date: April 1997

File: EA-ML

NST STEAMER PORT

4" STORTZ ADAPTER

18" MIN, 28" MAX

R. A. Ion

MEGA - LUG

U

VALVE - BOX

CAST IRON TEE, WITH 6" FLANGE

SIDE OUTLET

CONCRETE

BLOCKING

6" GATE VALVEFL X MJ)

6" DUCTILE IRONPIPE CLASS 52CEMENT LINEDOR C - 900 PVC

Fire Hydrant

Assembly

Detail: W -10

N OTES:

7 SCREW

OX EXTENSION

1 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.

TJabe: April 1997 wo. oal. R. vl. mn By Aped Valve Box

and ExtensionApproved Br:

FBo: E: Detail: W-4

Maas 3 APRIL 2000

41- 12 -, 1- ? F

i

u.

tTORT City ofPort Townsend - Public Works Department

Standard Detail

q, GUARD POST

IGUARD POST

I SEE NOTE 1

K AlGE

FIRE HYDRANT GUARD POST

SEE NOTES 1 AND 2)

NOTES:

ta"

42"

u

VALVE MARKER POST

SEE NOTES 3, 4 AND 5)

nate: April 1997

Approved By:

File: E:\eni-

11111K_VI

1 GUARD POSTS SHALL BE 6' LONG, 8 "IN DIAMETER

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.

2 TOP OF GUARID 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 FUFRNISHED NEW AND UNUSED AND BURIED 24"

DEEP, TO LEAVE 18" EXPOSED AS A MARKER POST

THE LETTER "' V" AND THE DISTANCE TO THE VALVE

SHALL BE STENCILED ON THE POST WITH 2" HIGH

NUMERALS, WITH BLACK ENAMEL PAINT.

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.

R. Asio" I By 14, d Fire Hydrant Guard Post

and Valve Marker Post

Detail: W -11

X04 City ofPort Townsend - Public Works Department

Standard Detail

MAINTENANCE HOLE

COVE3/ 4" PLASTER SMOOTH

INSIDE & OUT —

8" MIN.

20" MAX. GROUTEDCONCRETE BLOCKSOR PRECAST CONC. RINGS, PRECAST RINGS MUST BECAST WITH GROOVE TOFIELD INSTALL SAFETY STEP.

12 ", 24 ",36 ", 48"

1ST STEP- MAX. 18" '

BELOW COVER.

BASE SECTION

i

48 " - 60"

fflNECTION TO MAINTENANCEHHOLE WITH P. V. C. PIPE REQUIRES CAST CHANNEL WITH 3900 PSIPVC X CONC. ADAPTER).

CONCRETE CHANNEL 3/ 4 UPPIPE, SLOPE 2% MIN.

CAST IN PLACE CHANNEL & SHELF ' '•. , .: SLOPE SHELF URFACE TO CHANNEL ` AT APPROX. 1/ 2" PER FOOT.

6" MIN. COMPACTED FOUNDATION GRAVEL

NEW SEWER

CUT OUT EX. PIPE, MAKE PVC x CONC. MAINTENANCESMOOTH INVERT & CHANNEL HOLE ADAPTERAFTER NEW UNE ISACCEPTED. NON SHRINK GROUT

EX. SEWER

8" MIN. - : ° - : ° - ; ` . ; CAST - IN - PLACE SHELF AND CHANNEL

6" COMPACTED FILL

MAINTENANCE HOLE BASE - NEW MAINTENANCE HOE ON - EXISTING SEWER

S.

GENERAL NOTES ( APPLY TO ALL MAINTENANCE urn =

1. PRECAST SECTIONS SHALL BE REINFORCED PER AASTM SPECS FOR CORRESPONDINGSEWER PIPE.

2. POLYPROPYLENE SAFETY STEPS WITH 12. 0" SEPARATION BETWEEN RUNGS.

3. STEPS IN PRECAST BASE SECTION MAY BE CAST IN PLACE OR MOVABLE SAFETYLADDER GROUTED IN PLACE.

4. ALL HOLES FOR PIPE SHALL BE BLOCKED OUT AT THE TIME OF CASTING OF THESECTION.

5 ALL RUBBER GASKETED MAINTENANCE HOLES SHALL BE FURNISHED WITH RUBBER GASKETJOINT CONFORMING TO ASTM C443.

6. MAINTENANCE HOLES OVER 10' HIGH SHALL BE FURNISHED WITH 5" MIN. WALL. 7. MINIMUM 3% SLOPE ACROSS MAINTENANCE HOLE CAHNNEL. 8. MAINTENANCE HOLES TO BE WATER TIGHT INCLUDING EXTENSIONS TO COVER CASTING

Date: April I997 No. Dot. R. A. lo"

eF Ap d Standard Maintenance Hole/New

Approved By. Maint. Hole on Existing Sewer

File: EAene 8 w Detail: SS -3

0e TORT City ofPort Townsend - Public Works Department

Standard Details

VARIES 5' TO 7'

2 '

S. FAINTED MARKER.

LABELBEL SS. STUB ' . /NDlC47F D£P7H

TO S£RWCE TO NEAREST FOOT, ON BACK. \ m

17N /SHED

GRADE I ^ Co

Pate: April 1997

w 12 GAUGE G4LK WIREI

ATTACHED 70 PIPE AND Io STAKE

DW iAett- 20

I4

in a200X MIN. SLOPE

6' PVC

PLUG END ( 7YF

6t- 45* PVC ELBOW

PVC WYE TO Rr NOTES: GRAVITY SEWER AWN

I. ROTA7F THE 45' ELBOW TO ACHIEYF7HE PROPER ANGLE 70 REACH THEPROPERTY UNE WITH 5' OF COVER; 7HE MINIMUM ALLOWABLE SLOPE IS 2X.

2. J' M /N/MUM TO ADVO/N/NG LOT UNE

3. SERVICE TO SINGLE RESIDENCEMAY BE REDUCED TO 4' BEYOND PLUG.

ALL NCWK AND LNIEMALS 70 BE AV ACCORAV,CE R77H CURRENT STANOIRD SPEClfIG770WSFOR RAID. BRIDGE AAO MUNAGPAL Ca',57RUC77CN' W4SH /NG7DN STA7F OEPAMUDW LAP7RAAMPARTAnON AMERM.W PUBLAC RVRKS ASSM000Y .

R.. I. I." By I Ap. d Single

Sewer Service

Detail: SS -lA

CAST IRON RING AND COVERPER WSDOT STANDARD. PLAN B - 18b. CORER MARKED SEWER.

REMOVABLE SCREW - ON CAP

FINISHED GRADE

CONCRETE ENCASEMENT

8" PVC RISER

e 45' BENDS

e PVC SANITARYSEWER PIPE

0.59. MIN.

NOT TO SCALE

CALL FAR FORM / NS7FC77AV eY alY Act NO AM7 L17MMS 70 BE• AV AGL'YRWACE WN CE#bWff STAND407 SPET? LIMNS

PRIOR 7O POURING CaVCREMFAR R04a BAd AAO AA WPAL COA57RGCIKW, WASIAV WW SWE D01AR7A47VT A< 7MAM -ON A7A'AN. AMOdC-W PUBGC * VRAS As5OW77IK

D" AWR INN No. DoN RMden By ApvdSewer CleanOLIt

Deta11A» m" dft

Aa. ) Detail: SS-4

X04rdCity ofPlrt Townsend - Public Works Department

Standard Detail

CP

Date: April 1997

Approved By: .

File: E:1eng atdlstanda

TRENCH SECTION

PAVEMENT RESTORATION PERCHAPTER 6

2" MIN PROVIDE MIN 4"

SAWCL` TOPSOIL TYPE " B" & HYDROSEED IN

EXIST , NON- PAVEMENT AREASASPHLTPVMT :.. ,.•.

BACKILLCONFIRMING TOSEC - 03. 10 LOCATING TAPECOMRCTED IN 6" MAX IFTS OR 12 GAUGE, SOLID CORE, INSULATED, C. D. F WHERE COPPER LOCATING WIRE, FOR PVC PIPEREQUtED

N Z

BE' D1! G MATERIALPER SDOT APWA n o w9- 03123) a

COMRCT D TO 95% DENSIY UNDERROAD "AYS OR PEAGRAVIL 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 FREEFROM ORGANIC MATTER MEET:

U. S. STD, SEIVE SIZE % PASSING

3/ 4" 100

3/ 8" 95 - 100

8 0 - 10

200 0 - 3

Rwl. lo" By I Apvd Trench Section I

and Pavement Restoration

Detail: SS -2A

0t TORT 7L City of Port Townsend - Public Works Department

Standard Detail

I

A

1

PLAN

MH WIG

1 HOLE FOR BOLTS - 3 EA AT 120 DEG.

NON - SKID PATTERN TO BECAST INTEGRAL ON TOP OF COVER

O

0 0

d BoQ ° Q ° ooQ ° oo

oo ° o ° o ° o ° o ° oo0 0 ° 0 ° Oo0°

O

1 " DIA LIFT HOLE J8 1/ 2" FROM CENTER

L 2" LETTERS

OF COVER

PLAN

MH COVER

MACHINED SEAT

6" 2,. I1'

i 2 1/ 2 -

23 3/ 4"

32SECTION B - B

SECTIC" A - A DUCTILE OR CAST IRON NON- LOCKING ORLOCKING COVER, MINIMUM WEIGHT 150 LBS

DUCTILE OR CASE IRON FRAMEMINIMUM W!*, 1jiT 210 LBS

NOTES:

1. 3 LOCKING BOLT U1GS TO BE PROVIDED FOR EACH MAINTENANCE HOLE

2. COVER SHALL HAVE THE WORD " SEWER" IN 2" RAISED LETTERS.

Date: April 1997 No. ool. awl. lo" er • p• d 24" Maintenance Hole

Frame and LidApproved By:

File: E:Xeng tdlstandard an- sew Detail: SS -5

JA' 1

I

X04TORT City ofPort Townsend - Public Works Department

1 Standard Detail

SAWCUT EXIST. PAVEMENT PAVEMENT RESTORATIONTACK COAT EDGE SEE CHAPTER 6. 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 Cl PIPE

NOTES :

C. D. F. SPEC. PER YARD

MATERIAL POUNIDS ABS— VOLUME

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 PIPE

8" TO 18 ", 4" FOR PIPE 24" OR LARGER

C.D.F. PIPE BEDDING

Date: April 1997 No. I Date Rwl. lo" ey Apvd Pipe Bedding

Approved By:

File: EAen& std\. sew Detail: SS -2B

3 APRIL 2000

Gl ` 12 1

CITY OO F PORT TOO WNSEND

DISCOVERY STREET WATER EXTENSION,

KATHERINE STREET SEWER EXTENSION

DETAILS

OQ UV '+ g II odXJIIVy W 111%"/ y UNI. NAIo NJLStf- ITLSRSOH I OUH II , W,%

P. O. BOX 847WA 9870

A°- .B. o [ EHOHIME ROH89 LLC

PHONEI:S(

60) 779- 6633

B. I. PHONE: ( 206) 842 - 6123FAX: ( 360) 779 - 7031

DRAWN: KDK CHECKED: HAA SCALE: 1"= 30' JOB NO.: 99 —E3352

DESIGN: KDK DATE: APRIL 1999 SHEET 3 OF 3 FILE NO.: 16. 290