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DISCOVERY BAY CONSTRUCTION
P.O. BOX 1410
PORT TOWNSEND, WA 98368
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TILLMAN ENGINEERING, INC.
PO BOA 1,` 75 a.
PORT HADLOCK, WASHINGTON c 8339
360) 379 -9661
RYAN TILLMAN, P.E.
MICHAEL COKER, P. L.S.
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PORT TOWNSEND BUILDING AND COMMUNITY DEVELOPMENT
181 QUI'NCY STREET
PORT TOWNSEND, WASHINGTON 98368
CITY OF PORT TOWNSEND DEPT. OF PUBLIC WORKS
181 QUI NCY STREET
PORT TOWNSEND, WA 98368
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WATER CITY OF PORT 'TOWNSEND
ELECTRIC PUGET SOUND ENERGY
TELEPHONE U.S. WEST
SOLID WASTE OLYMPIC DISPOSAL
CALL 48 HOURS
BEFORE YOU DIG
1- 800 -424 -5555
SUBJECT PROPER
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INDEX OF SHEETS
SHEET NO. ` SHEET DESCRIPTION
1 TITLE SHEET AND VICINITY MAP
2 STANDARD NOTES
1 1 VWitte
3 PLAN AND PROFILE
CATHERINE ST." STA 1+00 TO STA 8+00
4 "MOSS ST." PROFILE, STA 1+00 TO 2 +80
5 WATER DETAILS
NOTICE: P /ans are ,u ; „
any errors or omrs,.ror,,;, "k ,•,o; i must
Pass inspection in conlormance with
all applicable codes and regulations.
DAPermlt Z d -
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APPROVED FOR CONSTRUCTION
BY:
CITY ENGINEER
APPROVAL DATE:
APPROVAL EXPIRES:
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EXP, DATE: 10 / 25 /
DATE: 3 -17 -04
SCALE: AS SHOWN
JOB NO: 04009
RLE: 04009UP.dwg
DRAWN: STH
SHEET
OF 5 SHEETS
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EXP, DATE: 10 / 25 /
DATE: 3 -17 -04
SCALE: AS SHOWN
JOB NO: 04009
RLE: 04009UP.dwg
DRAWN: STH
SHEET
OF 5 SHEETS
i
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
MOST CURRENT EDITION OF THE "STANDARD SPECIFICATIONS FORROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," (HEREINAFTERREFERREDTOASTHESTANDARDSPECIFICATIONS) BY THEWASHINGTONSTATEDEPARTMENTOFTRANSPORTATIONAND AMERICANPUBLICWORKSASSOCIATION, THE "STANDARD PLANS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" ALSO BY THE WSDOT ANDAPWA, THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FORSTREETSANDHIGHWAYS," (HEREINAFTER REFERRED TO AS THEMUTCD) BY THE US DEPARTMENT OF TRANSPORTATION FEDERALHIGHWAYADMINISTRATION, THE "KING COUNTY, WASHINGTON, SURFACEWATERDESIGNMANUAL" BY THE WASHINGTON STATE DEPARTMENT OFECOLOGY, AND THE REQUIREMENTS OF JEFFERSON COUNTY.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN THENECESSARYPERMITSFROMTHEJEFFERSONCOUNTYDEPARTMENTOFCOMMUNITYDEVELOPMENTPRIORTOCOMMENCINGWORKWITHINTHECOUNTYRIGHT -OF -WAY.
3• PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALLSCHEDULEANDATTENDAPRE- CONSTRUCTION CONFERENCE WITHTHEJEFFERSONCOUNTYPUBLICWORKSCONSTRUCTIONINSPECTIONPERSONNEL.
4. AN APPROVED PLAN SET AND APPLICABLE SPECIFICATIONS MUST BEONTHEJOBSITEWHENEVERCONSTRUCTIONISINPROGRESS.
5. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED INACCORDANCEWITHAPPROVEDPLANS. ANY DEVIATION FROM APPROVEDPLANSWILLREQUIREPRIORAPPROVALFROMTHEOWNER, ENGINEERANDAPPROPRIATEPUBLICAGENCIES.
6. IT SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER TO OBTAIN' STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANYCONSTRUCTIONACTIVITY,
7. THE CONTRACTOR SHALL HAVE ALL UTILIT!'= VERIFIED ON THEGROUNDPRIORTOANYCONSTRUCTION. CALL BEFORE YOU DIG, 1 -800- 424 -5555, AT LEAST 48 HOURS 'i.! ADVANCE. THEDEVELOPERANDHISENGINEERSHALLBECONTACTEDIMMEDIATELY IFACONFLICTEXISTS.
8. THE CONTRACTOR SHALL INSTALL, REPLACE OR RELOCATE ALL SIGNS, SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION. ALLSIGNAGESHALLCONFORMTOMUTCDSTANDARDS.
9. ALL HORIZONTAL AND VERTICAL ALIGNMENT LAYOUT WORK FORUTILITIES, CURB, GUTTER, SIDEWALKS, ROAD GRADE, AND ALL OTHERWORKSHALLBEPERFORMEDBYAWASHINGTONSTATELICENSEDLANDSURVEYORORENGINEER.
10. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THISPROJECTSHALLBEKEPTCLEANOFALLMATERIALDEPOSITSRESULTINGFROMON -SITE CONSTRUCTION. ALL EXISTING STRUCTURESSHALLBEPROTECTED.
THE CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS UPON WHICHTHECONTRACTORSHALLRECORDTHEHORIZONTALANDVERTICALLOCATIONOFTHEAS- CONSTRUCTED IMPROVEMENTS, AND THEACTUALLOCATIONOFEXISTINGUTILITIES & ENCOUNTERED.
12. THE PROPONENT SHALL BE RESPONSIBLE FOR FURNISHING A SET OFREPRODUCIBLEAS -BUILT DRAWINGS PRIOR TO PROJECT ACCEPTANCE.
13. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERSAFETY, AND THE ENGINEER AND COUNTY ASSUME NORESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL, AT A MINIMUM, MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETYANDHEALTHACT, CHAPTER 49.17 RCW.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROLINACCORDANCEWITHMUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL ' PLANS SHALL BE PREPARED AND SUBMITTED TOTHECOUNTYFORAPPROVAL. NO WORK SHALL COMMENCE UNTIL ALLAPPROVEDTRAFFICCONTROLISIPLACE.
1 • NO WASTE SITE HAS BEEN PROVIDED FOR THIS PROJECT. THECONTRACTORISRESPONSIBLEFORMAKINGARRANGEMENTSFOR
DISPOSAL OF ALL EXCESS MATERIAL, DEBRIS AND /OR WASTE
MATERIAL, INCLUDING ASPHALT /CONCRETE PAVEMENT, TREES, BRUSH, ETC.
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1. EROSION CONTROL ELEMENTS ARE CONTAINED IN THE APPROPRIATESECTIONSOFTHESTORMWATERSITEPLAN.
2. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BEINOPERATIONPRIORTOLANDCLEARINGAND /OR OTHERCONSTRUCTIONTOINSURETHATSEDIMENTLADENWATER DOES NOTENTERTHENATURALDRAINAGESYSTEM. ALL EROSION AND
SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY
CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTIONISCOMPLETEDANDPOTENTIALFORONSITEEROSIONHASPASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS
TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THERESPONSIBILITYOFTHECONTRACTOR.
3. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ONTHISDRAWINGAREINTENDEDTOBEMINIMUMREQUIREMENTSTOMEETANTICIPATEDSITECONDITIONS. AS CONSTRUCTION PROGRESSESANDASUNEXPECTEDORSEASONALCONDITIONSDICTATED, THECONTRACTORSHOULDANTICIPATETHATMOREEROSIONANDSEDIMENTATIONCONTROLFACILITIESWILLBENECESSARYTOINSURECOMPLETESILTATIONCONTROLONTHEPROPOSEDSITE. DURING THECOURSEOFCONSTRUCTION, IT SHALL BE THE OBLIGATION AND
RESPONSIBILITY OF THE. CONTRACTOR TO ADDRESS ANY NEW
CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TOPROVIDEADDITIONALFACILITIES, OVER AND ABOVE MINIMUMREQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT
PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGESYSTEM.
4. SILT FENCE AND /OR STRAW BALE BARRIERS SHALL BE INSTALLEDAROUNDTHEPROPOSEDINFILTRATIONBASINSPRIORTODIRECTINGTHERUNOFFTOTHEMTOPREVENTSILTFROMENTERINGTHEINFILTRATIONSYSTEM.
5. ALL EXPOSED AND UNWORKED SOIL SHALL BE STABILIZED BYSEEDING, MULCHING OR OTHER APPROPRIATE MEANS WITHIN 7 DAYSDURINGTHEPERIODFROMMAY1TOSEPTEMBER30ANDWITHIN2DAYSDURINGTHEPERIODFROMOCTOBER1TOAPRIL31.
6. ANY DISTURBED AREA THAT HAS BEEN STRIPPED OF VEGETATION ANDWHERENOFURTHERWORKISANTICIPATEDFORAPERIODOF30DAYSORMORE, MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, OR OTHER APPROVED EROSION CONTROLTREATMENTAPPLICABLETOTHETIMEOFYEAR. GRASS SEEDING
ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRILTHROUGHSEPTEMBERINCLUSIVE. SEEDING MAY' PROCEED OUTSIDETHESPECIFIEDTIMEPERIODWHENEVERITISINTHEINTERESTOFTHEOWNER, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, SOD, PLASTIC COVERING, OR OTHER TREATMENT APPROVED BY THECOUNTY.
7. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENTPROPERTIES, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENTTHATWILLFURTHERAGGRAVATETHESITUATION, MUST CEASE ANDTHEOWNER /CONTRACTOR SHALL IMMEDIATELY COMMENCE
RESTORATION METHODS. RESTORATION ACTiViTY SHALL CONTINUE UNTILSUCHTIMETHATEFFECTIVEEROSIONCONTROLMEASURESASDETERMINEDBYTHECITYAREINPLACEANDEFFECTIVELYOPERATING.
STORM DRAINAGE NOTES
1. DURING CONSTRUCTION, ALL EXISTING AND NEWLY INSTALLEDDRAINAGESTRUCTURESSHALLBEPROTECTEDFROMSEDIMENTS.
2. ADDITIONAL REQUIREMENTS: COMPLIANCE WITH REQUIREMENTS FROM
THE WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER
MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN IS REQUIRED. DEVELOPMENT OF AN EMERGENCY SPILL CLEAN UP PLAN, COMPLIANCEWITHTHEUNIFORMFIRECODEANDOTHERSPECIFIEDREQUIREMENTSAREBEYONDTHESCOPEOFTHISPLAN. THEY ARE REFERENCED ASCONCEPTUALELEMENTSOFTHEOVERALLSITEPLANONLY. THE
PROPONENTS ,ARE RESPONSIBLE FOR INCORPORATION OF THEAPPROPRIATEELEMENTSINTOTHEFINALCONSTRUCTIONPLANS.
3. CULVERT PIPE SHALL BE CPCP, PER WSDOT STANDARDSPECIFICATIONS, SECTION 9- 05.19.; EXCEPT AS NOTED.
PAVEMENT /DRIVEWAY CONSTRUCTION (VOTES
1. PAVEMENT STRUCTURE SHALL CONFORM TO THE PLANS, APPLICABLEPROVISIONSOFTHEWSDOTSTANDARDPLANS, AND TO SECTION 5 -04OFTHESTANDARDSPECIFICATIONS.
2. PAVEMENT MARKING SHALL CONFORM TO SECTION 8 -22 OF THESTANDARDSPECIFICATIONS, AND THE MUTCD. TURN ARROW
DIMENSIONS SHALL CONFORM TO WSDOT STANDARD PLAN H -5C, TYPE2R.
J. WHERE NEW ASPHALT JOINS EXISTING ASPHALT, THE EXISTING
ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITHASPHALTEMULSIONTYPECSS -1 IN ACCORDANCE WITH THESTANDARDSPECIFICATIONS. THE JOINT SHALL BE SEALED WITH GRADEAR -4000W PAVING ASPHALT.
WATER MAIN EXTENSION NOTES
1. THE CITY SHALL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULINGASHUTDOWNOFANYPORT/04 OF THE WATER SYSTEM. THE EXISTINGVALVEMUSTBEPRESSURETE..STED TO CITY STANDARDS PRIOR TOCONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE
CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE
NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM ORINSTALLANEWVALVE.
2. THE EXISTING VALVES SHALL ONLY BE OPERATED BY CITY EMPLOYEESDURINGCONSTRUCTION.
3. DURING THE CONSTRUCTION OF MAINS AND SERVICES, THECONTRACTORSHALLCAP, PLUG, OR SECURE THE ENDS OF SUCHLINESWHENEVERTHEPROJECTISSHUTDOWNATTHEENDOFTHEDAYSOTHAT 'CONTAMINATES WILL NOT ENTER THE LINES.
4. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITHTHESTANDARDSPECIFICATIONS. DECHLORINATION WILL BE DONE BYCITYFORCESATCONTRACTOREXPENSE.
5. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT.
APPROVE[
1+J0710E. Flans are approve,' r r '!Wing
any errors or omissions A' /77"'st
j pass inspection in conic n %ar wish
all applicable codes and rr:!giiiat ons.
Permit No.
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4
EXP. DATE: 10 / 28 /04
DATE 3 -17 -04
SCALE: AS SHOWN
JOB N0: 04009
FILE: 04009UP.dwg
DRAWN: STH
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OF 5 SHEETS
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Hz. Scale: I" = 30'
Vt. Scale: 1 " = 4'
P
T PROPOSED BLOWOFF
LEGEND
PROPOSED CAP
PROPOSED PLUG
Q EXISTING TRANSFORMER
PROPOSED INCREASER, FLANGE
54.30' 1 54.90'
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Vt. Scale: 1 " = 4'
VERTICAL DATUM:
NAVD 88
DATUM ELEV ® BRASS DISK IN CASED
CONCRETE MONUMENT AT
CENTERLINE OF JACOB MILLER
EXTENSION = 242.12
NOTE:
ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF PORT
TOWNSEND DEPARTMENT OF PUBLIC WORKS "ENGINEERING
DESIGN STANDARDS" DATED APRIL 1997
CONSTRUCTION NOTES:
1O CONNECTION TO EXISTING MAIN, SEE DETAIL SHEET 5
2O 8" PVC WATER MAIN, 568± L.F.
30 INSTALL 8" TEE, PLUG AND THRUST BLOCK TO SOUTH, `4
THRUST BLOCK TO EAST
INSTALL FIRE HYDRANT ASSEMBLY, SEE DETAIL SHEET 5
5J TEMPORARY 2" BLOWOFF ASSEMBLY, SEE DETAIL SHEET 5
SINGLE WATER SERVICE 3/4 ", SEE DETAIL SHEET 5
Q 8" PVC WATER MAIN, 194± L.F.
6 X 8 INCREASER, FLANGE AND MECHANICAL JOINT
9Q COMBINATION AIR RELEASE (AIR VACCUM VALVE ASSEMBLY,
SEE DETAIL SHEET 41 S?A I + W. ?J) hr. (96 RT
8" GATE VALVE, FLANGE AND MECHANICAL JOINT
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Pass ins ' i work mustPection ,..,,
all aPPlieable coa ormance with
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Permit No.
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BEFORE YOU DIG
1- 800.424 -5555
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VERTICAL DATUM:
NAVD 88
DATUM ELEV ® BRASS DISK IN CASED
CONCRETE MONUMENT AT
CENTERLINE OF JACOB MILLER
EXTENSION = 242.12
NOTE:
ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF PORT
TOWNSEND DEPARTMENT OF PUBLIC WORKS "ENGINEERING
DESIGN STANDARDS" DATED APRIL 1997
CONSTRUCTION NOTES:
1O CONNECTION TO EXISTING MAIN, SEE DETAIL SHEET 5
2O 8" PVC WATER MAIN, 568± L.F.
30 INSTALL 8" TEE, PLUG AND THRUST BLOCK TO SOUTH, `4
THRUST BLOCK TO EAST
INSTALL FIRE HYDRANT ASSEMBLY, SEE DETAIL SHEET 5
5J TEMPORARY 2" BLOWOFF ASSEMBLY, SEE DETAIL SHEET 5
SINGLE WATER SERVICE 3/4 ", SEE DETAIL SHEET 5
Q 8" PVC WATER MAIN, 194± L.F.
6 X 8 INCREASER, FLANGE AND MECHANICAL JOINT
9Q COMBINATION AIR RELEASE (AIR VACCUM VALVE ASSEMBLY,
SEE DETAIL SHEET 41 S?A I + W. ?J) hr. (96 RT
8" GATE VALVE, FLANGE AND MECHANICAL JOINT
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Permit No.
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COUPLING ADAPTER CUT -1N -TEE
BOTH ENDS)
2' TYP. CONCRETE
THRUST
BLOCK (TYP)
0 2' TYP.
zz2' TYP. ai GATE VALVE ,
X FL x MJ s TYPW
TAPPING VALVE TEE FL x FL x
FL x MJ ROMAC STAINLESS STEEL
TAPPING SLEEVE
VALVE AND SLEEVE SHALL BE
SUPPORTED AND BACKFILLED AS
SHOWN BELOW- RIGHT. CONTROLLED DENSITY BACKFILL
POURED WIDTH OF TRENCH, TWO
FEET PAST VALVE FLANGE UNDISTURBEDSTIRTING1' ABOVE THE PIPE GROUND
GATE VALVE
FL x MJ
1' ABOVE PIPE lEgi
1 ..
APPROVED PEA GRAVEL OR
SAND BEDDING MATERIAL - f'=
COMPACTED — 2'
SOLID BRICK SUPPORT
CONCRETE THRUST BLOCK
NOTE:
1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUNDPIPEANDFITTINGSBEFORETHRUSTBLOCKANDBACKFlLLAREPOURED,
2. CONTROLLED DENSITY BACKFJ; I IS A PLANT MIX CONSISTING OF: 3100# SAND, 450# WATER, AND ONE SACK (941) 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.
CARSON VC METER BOX
MODEL 1419, OR
EQUIVA NT
SHUT OFF WITH
LOCK WING GROUND KEY
110 COMPRESSION
MUELLER MODEL B25170,
OR EQUIVALENT
SERVICE PIPE —
TYPE K COPPER
CORP STOP INLET
IRON PIPE THREAD
OUTLET FOR 110 COMPI
CONNECTION, EQUAL
TO MUELLER #H- 15028,
OR EQUAL 1 1 I - * COPPER
STUB OUT
CHECK VALVE
0
BED WITH PEA GRAVEL
x
TR WASHED ROCK
O PROVIDE POSITIVE
DRAIN OUT OF BOX 5/8"x3/4" METER
SE,", CES SRII
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 IS 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 FORTHETYPEOFSERVICE
4. * INDICATES ITEMS TO BE INSTALLED BY CITY.
CUSTOMER
REISPON= 18/LTY
I PROPERTY
LINE
I
6 "MIN
12'MAX
3/4 FEMALE
FLARE
ao
0 fflffl`;; 7 odi
NOT TO SCALE
MUELLER CENTURY
FIRE HYDRANT
TWO 2 112" E
MAX 4 ", NST PORTS —\
MIN 3'
BLIND ,OA
FLANGE
BLIND
FLANGE
0
45' BEND
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22 1/2' BEND
A 0
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PLUG
90' BEND TEE TEE
BLIND FLANGE
OR SMALLER SIZE PIPE
GATE VALVE
11 114' BEND CROSS
THRUST BLOCK - TABLE
MIN. BEARING AREA AGAINST UNDISTURBED SOIL
SQUARE FEET
PIPE
SIZE Q
FT= FT=
C
FT=
QD
FT'
@E
FT=
@X
FT'
4" 3 1 1 1 1 NONE
6" 4 4 2 1 1 NONE
8' 7 6 4 v2 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 1 +0 5 20
20" 45 39 24 1.3 6 24
22" 54 47,29 155 8 29
24" 64 56 35 184 9 35
28" 87 76 48 24 12 48
30" 101 87 55 218 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 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 114 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 #'NSTALL BLOCKING
ADEQUATE TO WITHSTAND FULL TEST
PRESSURE UNDER ALL CONDITIONS OF
SERVICE.
6. MINIMUM ROD DIAMETER SHALL BE
314" ASTM A -307 WITH 36KS1 YIELD
SrRFNrTm
t • i
I-4" NST STEAMER PORT
4" STORTZ ADAPTER
18" MIN, 28" MAX
7 Cu. FT. MIN WASHED 3»
GRAVEL PASSING 1 -1 2"
AND RETAINED ON 1 4"
MESH FOR DRAIN
CONCRETE BLOCKING TO
BE PLACED
UNDISTURBED SOIL (T(P)
JTOBEPLACED
AGAINST UNDISTURBED
SOIL (TIP)
16 "X8 "X4'MIN
CONCRETE BLOCK
MJ KITH RESTRAINT
314" ALL THREAD ROD
NOT TO SCALE
GUARD POSTr
SEE NOTE 2
y Oft Wft A
in unpillilm S ETAs moLY
NOT TO SCALE
Q BREAK AV
FLANGE
IGUARD POST
SEE NOTE 1
ELEVATION PLAN
FIRE HYDRANT GUARD POST
CAST IRAN VA!. yE
VALVE -BOX
BOX 18 x 24 WITH
CAST ihON TEE,
LID MARKED WATER
WITH 6" FLANGE
Q
SIDE OUTLET
2" IRON BODY GATE
CONCRETE
VALVE MUELLER A- 2360 -08, OR11/1 GRINNEL BRG ASS
BLOCKING
HAND GATE VALVE, -3000,
6" GAiE VA'
OR EQUIVALENT
FL XA4j
i
6" DUCTILE IRON
PIPE CLASS 52
i
CEMENT' LINED
CORP STOP INLET
IRON PIPE THREAD
OR C -900 PVC
y Oft Wft A
in unpillilm S ETAs moLY
NOT TO SCALE
Q BREAK AV
FLANGE
IGUARD POST
SEE NOTE 1
ELEVATION PLAN
FIRE HYDRANT GUARD POST
CAST IRAN VA!. yE
0
BOX 18 x 24 WITH
Q.
Z
LID MARKED WATER
Q
FCC1 ETE METER BOX
2" IRON BODY GATE
VALVE MUELLER A- 2360 -08, OR11/1 GRINNEL BRG ASS Z" GALVANIZED CAPHANDGATEVALVE, -3000,
OR EQUIVALENT
LLj
i
STREET ELS.
f \
i
FZ_
CORP STOP INLET
IRON PIPE THREAD BLOCKING
OUTLET FOR STREET EL 2" GALVANIZED
CONNECTION. EQUAL TO PIPE TO FIT.
MUELLER IH9969,
OR EQUIVALENT
MAIN LINE + O
DUAL CHECK VALVE
SERVICE SADDLE MUELLER H -14243
2" 90' ELBOWWITHSSTBAND
TAP SIZE AS REQUIRED
ROMAC MODEL #2002S.
OR EQUIVALENT 112 C.Y. GRAVEL
BACKFlLL FOR
DRAIN. —J
COVER GRAVEL WITH
15# FELT ROOFING
MATERIAL.
1
12" MIN.
L
18"
42"
I I
I I
U
VALVE MARKER POST
SEE NOTES 3, 4 AND 5)
SEE NOTES 1 AND 2)
NOTES:
1 GUARD POSTS SHALL BE 6' LONG, 81N 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 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
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.
FIRE HYDRANOT AND GUARD POST
6"
NOT TO SCALE
PROVED
ns are approveo r-
arnissions. Alr
cct;on in contorrrj
ala codes and rr
OF PORT TOV,
BEDDING SPECIFICATIONS FOR PVC PIPE
THE FOLLOWING SUPPLEMENTAL SPECIFICATIONS ARE TO BE USED INCONJUNCTIONWITHTHESTANDARDSPECIFICATIONSFORROADS, BRIDGES AND MUNICIPAL CONSTRUCTION.
BEDDING FOR SEWERS, DRAINS AND CULVERTS USING PVC PIPES -
PEA GRAVEL -
PEA GRAVEL BEDDING SHALL BE A CLEAN MIXTURE FREE
FROM ORGANIC MATTER AND CONFORMING TO THE FOLLOWINGGRADATIONWHENTESTEDINACCORDANCEWTHASTMD422:
US D R SI 7F PERMINT PASSING
3/4" 100
318" 95 -100
8 0 -10
jf200 0 -3
BACKFlLL -
WHENEVER A TRENCH IS EXCAVATED IN THE EXISTING OR PROPOSED
ROADWAY, SIDEWALK OR OTHER AREAS WHERE SETTLEMENT WOULD
BE DETRIMENTAL, THE ENTIRE TRENCH SHALL BE BACKFILLED WITH
IMPORTED GRAVEL AND COMPACTED TO 95X OF MAXIMUM DENSITY.
BANK RUN GRAVEL BACKFlLL
CLASS B)
6
a
a " FINAL BEDDING LIFT 6" TO 12"
MIN ABOVE CROWN OF PIPE
SPRING LINE OF PIPEu
2ND BEDDING LIFT
INITIAL BEDDING LIFT LINE (4" MIN)
EXISTING SOIL
TYP) CROSS- SECTION
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7
TREE
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100
r ,
aV1i .` ..
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Y
KEN NELSON
1806 WALNUT STREET
PORT TOWNSEND, WA 98368
ENGINEER & SURVEYOR
TILLMAN ENGINEERING, INC.
PO ,BOX 1375
PORT HADLOCK, WASHINGTON 9833
360) 379 -9661
RYAN TILLMAN, P.E.
MICHAEL COKER, P.L.S.
REVIEW AGENCY
PART TOWNSEND BUILDING &COMMUNITY DEVELOPMENT
102 QUINCY ST.
PART TOWNSEND, WASHINGTON 983E8
wH I L CI IY OF PORT TOWNSEND
ELECTRIC PUGET SOUND ENERGY
TELEPHONE U. S. WEST
SOLID WASTE OLYMPIC DISPOSAL
CALL 48 HOURS
BEFORE YOU DIG
1 -800- 424 -5555
S
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e
It
VICINITY MAP
NO SCALE
INDEX OF SHEETS
SHEET NO. o.MEET DESCRIPTION
1 TI FLE SHEET WITH VICINITY MAP
2 STANDARD NOTES
3 SITE PLAN
4 PLAN AND PROFILE
S " ST., STA. 1 +00 TO STA. 3 +30
5 V14TER DETAILS
6 STORM DETAILS
JUN
B
APPROVED
N0T /CE: Plans are approved exceptinganyerrorsoromissions. All work must
Pass inspection in conformance with
afl app is At codes and regulations.
Date:
Permit o.
By:
T TOWNSEND
APPROVED FOR CONSTRUCTION
BY:
CITY ENGINEER
APPROVAL DATE:
APPROVAL EXPIRES:
I 11
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2
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cc Ljj
CL
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N
WASyT /C
jaf 'T
H
EXP. DATE. 10 28
DATE 2 -10 -04
SCALE: AS SHOWN
JOB NO: 04004
FILE: 04004manSheets. dwg
DRAWN: STH
SHEET
OF 6 SHEETS
211--