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ENGINEER & SURVEYOR
TILLMAN ENGINEERWG.. INC.
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EXP. DATE, 10 / 28
DATE I2 -03 -024-1-07-&2
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X3 NO. 02159
F&LE- 02159UP.dwg
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DATE I2 -03 -024-1-07-&2
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X3 NO. 02159
F&LE- 02159UP.dwg
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F&LE- 02159UP.dwg
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DATE I2 -03 -024-1-07-&2
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X3 NO. 02159
F&LE- 02159UP.dwg
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GENERAL NOTES CLEARING /DEMOLITION NOTES STORM DRAINAGE NOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE
WITH THE MOST CURRENT EDITION OF THE "STANDARD
1. NO WASTE SITE HAS BEEN PROVIDED FOR THIS PROJECT. 1. DURING CONSTRUCTION, ALL EXISTING AND NEWLY
SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL THE CONTRACTOR IS RESPONSIBLE FOR MAKING
ARRANGEMENTS FOR DISPOSAL OF ALL EXCESS MATERIAL,
INSTALLED DRAINAGE STRUCTURES SHALL BE PROTECTED
FROMCONSTRUCTION," (HEREINAFTER REFERRED TO AS THE DEBRIS AND /OR WASTE MATERIAL, INCLUDING
SEDIMENTS.
STANDARD SPECIFICATIONS) BY THE WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION AND AMERICAN ASPHALT /CONCRETE PAVEMENT, TREES, BRUSH, ETC. 2. ADDITIONAL REQUIREMENTS: COMPLIANCE WITH
PUBLIC WORKS ASSOCIATION, THE "STANDARD PLANS FOR EROSION/SEDIMENTATION CONTROL MOTES REQUIREMENTS FROM THE WASHINGTON STATE DEPARTMENT
ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" ALSO BY OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE
THE WSDOT AND APWA, THE "MANUAL ON UNIFORM 1. EROSION CONTROL ELEMENTS ARE CONTAINED IN THE PUGET SOUND BASIN IS REQUIRED. DEVELOPMENT OF AN
TRAFFIC CONTROL DEVICES FOR STREETS AND APPROPRIATE SECTIONS OF THE STORM WATER SITE PLAN. EMERGENCY SPILL CLEAN UP PLAN, COMPLIANCE WITH THE
HIGHWAYS," (HEREINAFTER REFERRED TO AS THE MUTCD) UNIFORM FIRE CODE AND OTHER SPECIFIED REQUIREMENTS
BY THE US DEPARTMENT OF TRANSPORTATION FEDERAL
KING
2. ALL REQUIRED SEDIMENTATION /EROSION CONTROL ARE BEYOND THE SCOPE OF THIS PLAN. THEY ARE
HIGHWAY ADMINISTRATION, THE COUNTY, FACILITIES MUST BE IN OPERATION PRIOR TO LAND REFERENCED AS CONCEPTUAL ELEMENTS OF THE OVERALL
WASHINGTON, SURFACE WATER DESIGN MANUAL" CLEARING AND /OR OTHER CONSTRUCTION TO INSURE SITE PLAN ONLY. THE PROPONENTS ARE RESPONSIBLE FOR
BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY, THAT SEDIMENT LADEN WATER DOES NOT ENTER THE INCORPORATION OF THE APPROPRIATE ELEMENTS INTO THE
AND THE REQUIREMENTS OF THE CITY OF PORT TOWNSEND. NATURAL DRAINAGE SYSTEM. ALL EROSION AND FINAL CONSTRUCTION PLANS.
SEDIMENT FACILITIES SHALL BE MAINTAINED IN A
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SATISFACTORY CONDITION UNTIL SUCH TIME THAT
OBTAIN THE NECESSARY PERMITS FROM THE CITY OF PORT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND 3. CULVERT PIPE SHALL BE CPCP, PER WSDOT
TOWNSEND DEPARTMENT OF PUBLIC WORKS PRIOR TO POTENTIAL FOR ONSITE EROSION HAS PASSED. THE STANDARD SPECIFICATIONS, SECTION 9- 05.19.;
COMMENCING WORK WITHIN THE CITY RIGHT -OF -WAY. IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND EXCEPT AS NOTED.
ADDITIONS TO EROSION /SEDIMENTATION CONTROL
SYSTEMS SHALL BE THE RESPONSIBILITY OF THE
3. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE
CONTRACTOR.
CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE-
CONSTRUCTION CONFERENCE WITH THE CITY OF PORT
3. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS
TOWNSEND PUBLIC WORKS CONSTRUCTION INSPECTION DEPICTED ON THIS DRAWING ARE INTENDED TO BE
MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITEPERSONNEL. CONDITIONS. AS CONSTRUCTION PROGRESSES AND AS
4. AN APPROVED PLAN SET' AND APPLICABLE SPECIFICATIONS UNEXPECTED OR SEASONAL CONDITIONS DICTATED, THE
CONTRACTOR SHOULD ANTICIPATE THAT MORE EROSIONMUSTBEONTHEJOBSITEWHENEVERCONSTRUCTIONIS
IN PROGRESS. AND SEDIMENTATION CONTROL FACILITIES WILL BE PAVEMENT/DRIVEWAY CONSTRUCTION NOTESNECESSARYTOINSURECOMPLETESILTATIONCONTROL
5. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED
ON THE PROPOSED SITE. DURING THE COURSE OF
CONSTRUCTION, IT SHALL BE THE OBLIGATION AND
1. PAVEMENT STRUCTURE SHALL CONFORM TO THE PLANS,
IN ACCORDANCE WITH APPROVED PLANS. ANY DEVIATION RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY APPLICABLE PROVISIONS OF THE WSDOT STANDARD
FROM APPROVED PLANS WILL REQUIRE PRIOR APPROVAL NEW CONDITIONS THAT MAY BE CREATED BY HIS PLANS, AND TO SECTION 5 -04 OF THE STANDARD
FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, SPECIFICATIONS.
AGENCIES. OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE 2. PAVEMENT MARKING SHALL CONFORM TO SECTION 8 -22 OF
6. IT SHALL BE THE SOLE RESPONSIBILITY OF THE
NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER
QUALITY OF THE RECEIVING DRAINAGE SYSTEM. THE STANDARD SPECIFICATIONS, AND THE MUTCD. TURN
OWNER TO OBTAIN STREET USE AND ANY OTHER ARROW DIMENSIONS SHALL CONFORM TO WSDOT
RELATED PERMITS PRIOR TO ANY CONSTRUCTION 4." SILT FENCE AND /OR STRAW BALE BARRIERS SHALL BE STANDARD PLAN H -5C, TYPE 2R.
ACTIVITY. INSTALLED AROUND THE PROPOSED INFILTRATION 3. WHERE NEW ASPHALT JOINS EXISTING ASPHALT, THE
7. THE CONTRACTOR SHALL HAVE ALL UTILITIES VERIFIED
BASINS PRIOR TO DIRECTING THE RUNOFF TO THEM TO
PREVENT SILT FROM ENTERING THE INFILTRATION EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL
ON T,HL GROUND PRIOR TO ANY CONSTRUCTION. CALL SYSTEM. EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS -1
BEFORE YOU DIG, 1- 800 - 424 -5555, AT LEAST 48 HOURS N IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.
ADVANCE. THE DEVELOPER AND HIS ENGINEER SHALL BE 5. ALL EXPOSED AND UNWORKED SOIL SHALL BE STABILIZED THE JOINT SHALL BE SEALED WITH GRADE AR -4000W
CONTACTED IMMEDIATELY IF A CONFLICT EXISTS. BY SEEDING, MULCHING OR OTHER APPROPRIATE MEANS
PAVING ASPHALT.
WITHIN 7 DAYS DURING THE PERIOD FROM MAY 1 TO8. THE CONTRACTOR SHALL INSTALL, REPLACE, OR SEPTEMBER 30 AND WITHIN 2 DAYS DURING THE PERIODRELOCATEALLSIGNS, SHOWN ON THE PLANS OR AS FROM OCTOBER 1 TO APRIL 31.
AFFECTED BY CONSTRUCTION. ALL SIGNAGE SHALL
CONFORM TO MUTCD STANDARDS. 6. DISTURBED AREA THAT HAS BEEN STRIPPED OF
VEGETATION WHERE NO FURTHER WORK IS SATE R MAIN EXTENSION NOTES
9. ALL HORIZONTAL AND VERTICAL ALIGNMENT LAYOUT ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, MUST
WORK FOR UTILITIES, CURB, GUTTER, SIDEWALKS, ROAD BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS 1 • THE CITY SHALL BE GIVEN 72 HOURS NOTICE PRIOR TO
GRADE, AND ALL OTHER WORK SHALL BE PERFORMED BY PLANTING, OR OTHER APPROVED EROSION CONTROL SCHEDULING A SHUTDOWN OF ANY PORTION OF THE WATER
A WASHINGTON STATE LICENSED LAND SURVEYOR OR TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SYSTEM. THE EXISTING VALVE MUST BE PRESSURE TESTEDENGINEER. SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE TO CITY STANDARDS PRIOR TO CONNECTION. IF AN
MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. EXISTING VALVE FAILS TO PASS THE TEST, THE10. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT SEEDING MAY PROCEED OUTSIDE THE SPECIFIED TIME CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TOTOTHISPROJECTSHALLBEKEPTCLEANOFALLMATERIALPERIODWHENEVERITISINTHEINTERESTOFTHETESTTHENEWLINEPRIORTOCONNECTIONTOTHEDEPOSITSRESULTINGFROMON -SITE CONSTRUCTION. ALL OWNER, BUT MUST BE AUGMENTED WITH MULCHING, EXISTING SYSTEM OR INSTALL A NEW VALVE. EXISTING STRUCTURES SHALL BE PROTECTED. NETTING, SOD, PLASTIC COVERING, OR OTHER TREATMENT
11. THE CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS
APPROVED BY THE CITY OF PORT TOWNSEND. 2. THE EXISTING VALVES SHALL ONLY BE OPERATED BY CITY
UPON WHICH THE CONTRACTOR SHALL RECORD THE 7. IN CASE EROSION OR SEDIMENTATION OCCURS TO EMPLOYEES DURING CONSTRUCTION.
HORIZONTAL AND VERTICAL LOCATION OF THE AS- ADJACENT PROPERTIES, ALL CONSTRUCTION WORK 3. DURING THE CONSTRUCTION OF MAINS AND SERVICES, THECONSTRUCTEDIMPROVEMENTS, AND THE ACTUAL WITHIN THE DEVELOPMENT THAT WILL FURTHER CONTRACTOR SHALL CAP, PLUG, OR SECURE THE ENDS OFLOCATIONOFEXISTINGUTILITIESENCOUNTERED. AGGRAVATE THE SITUATION, MUST CEASE AND THE SUCH LINES WHENEVER THE PROJECT 1S SHUT DOWN AT
12. THE PROPONENT SHALL BE RESPONSIBLE FOR FURNISHING
OWNER /CONTRACTOR SHALL IMMEDIATELY COMMENCE
RESTORATION METHODS. RESTORATION ACTIVITY SHALL THE END OF THE DAY SO THAT CONTAMINATES WILL NOT
A SET OF REPRODUCIBLE AS -BUILT DRAWINGS PRIOR TO CONTINUE UNTIL SUCH TIME THAT EFFECTIVE EROSION ENTER THE LINES.
PROJECT ACCEPTANCE. CONTROL MEASURES AS DETERMINED BY THE CITY ARE IN
PLACE AND EFFECTIVELY OPERATING. 4. ALL LINES SHALL BE CHLORINATED AND TESTED IN
13. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR CONFORMANCE WITH THE STANDARD SPECIFICATIONS.
WORKER SAFETY, AND THE ENGINEER AND CITY OF PORT DECHLORINATION WILL BE DONE BY CITY FORCES AT
TOWNSEND ASSUME NO RESPONSIBILITY. ALL TRENCH SAFETY CONTRACTOR EXPENSE.
SYSTEMS SHALL, AT A MINIMUM, MEET THE
REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY 5. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND APPROVED
AND HEALTH ACT, CHAPTER 49.17 RCW. ALIGNMENT. NOTICE: Plans are approved excepting
any errors or omissions. All work must
pass inspection in conformance with
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ell applicable de. andregulations.
TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR Date: Ali
TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS Permit N
SHALL BE PREPARED AND SUBMITTED TO THE CITY OF PORT By.
ITY OF PORT TOWNSEND
TOWNSEND FOR APPROVAL. NO WORK SHALL COMMENCE
UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE.
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EXP. DATE: 10 28
DATE: 1Z -Lrv-02
SCALE: AS SHOWN
JOB NO: 02159
FILE 02159UP.drrg
DRAWN: W
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OF 5 SHEETS
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8" -PVC
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1t INSTALL 8" G.V. 18X6 REDUCER
4 TO EXISTING 6X6X6 TEE 10 +30
64.291 I.E. 22' LEFT OF CENTERLINE 54TH ST.
INSTALL FIRE HYDRANT ASSEMBLY _,_, _._ . _._ . - ...- _._ _ ..—. _.__ ... ._,_ ._ .- -- -- --- --- - -- •-- --- ---- —•°
E INSTALL 2" CTB/ 8" GRAVEL
AS SHOWN - 14' WIDE
VrE TO
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INSTALL WA
SERVICE
7'36" E
8\
INSTALL 12" CULVERT
15' DRIVEWAY
70
PS5:EXIST
Stop'E 3Z
56
0
44 00
n
OSED RESIDENCE
FLOOR ELEV. 72.50
FLOOR ELEV. 63.50
10 +90
lt(STALL CIFANO
R/M8.00 \ ,
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6
10 +8
6" 4SE, LA jERAL
SL 0.00
I.E. 6 (INSTALL BACKFLOW i rn
PRER ® PL/CLEANOUT)
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OSED RESIDENCE
FLOOR ELEV. 72.50
FLOOR ELEV. 63.50
10 +90
lt(STALL CIFANO
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6
10 +8
6" 4SE, LA jERAL
SL 0.00
I.E. 6 (INSTALL BACKFLOW i rn
PRER ® PL/CLEANOUT)
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10 +00 I v-r-ry I u +OU 77+20 11+60
20 0 20 40
Hz. Scale: 1 " = 20'
Vt. Scale: 1 " = 4'
12 +00
12 +33
END OF 8" PIPE
INSTALL 8" G.V. AND 2"
TEMPORARY BLOWOFF
46.03 I.E.
1
20 0 20 l
M
Scale: 1 201'
CONTOUR INTERVAL - 1'
EXISTING POWER VAULT
EXISTING UTILITY POLE
EXISTING TELEPHONE RISER
0 EXIS77NG SANITARY SEWER MAINTENANCE HOLE
0 EXISTING CATCH BASIN
EXS177NG FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED GUARD POST
M EXSITING MAILBOX
EB EXISTING WATER METER
PROPOSED WATER METER
EXISTING WATER VALVE
N PROPOSED WATER VALVE
I® PROPOSED REDUCER
PROPOSED THRUST BLOCK
EXIS77NG BLOWOFF
T PROPOSED BLOWOFF
APPROVED II PROPOSED FLANGED JOINT
NOTICE: Plans are approved excepting T" , PROPOSED "TEE" any errors or omissions. All work must 111
pass inspection in conformance with
all applicable co as regulations. ® PROPOSED SEWER CLEANOUT
oats: ] PROPOSED SEWER CAP
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f" CONIFEROUS TREE1.
DECIDUOUS TREE
p /r SJ EXISTING UNDERGROUND SANITARY SEWER
SS PROPOSED UNDERGROUND SANITARY SEWER
w
W._..._..___._..,. EXISTING UNDERGROUND WATER
G --- W PROPOSED UNDERGROUND WATER
1~ EXISTING UNDERGROUND ELECTRIC
TV - EXISTING UNDERGROUND CABLE TV
NOTE:
ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF PORT
TOWNSEND DEPARTMENT OF PUBLIC WORKS "ENGINEERING
DESIGN STANDARDS" DATED APRIL 1997
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20 0 20 40
Hz. Scale: 1 " = 20'
Vt. Scale: 1 " = 4'
12 +00
12 +33
END OF 8" PIPE
INSTALL 8" G.V. AND 2"
TEMPORARY BLOWOFF
46.03 I.E.
1
20 0 20 l
M
Scale: 1 201'
CONTOUR INTERVAL - 1'
EXISTING POWER VAULT
EXISTING UTILITY POLE
EXISTING TELEPHONE RISER
0 EXIS77NG SANITARY SEWER MAINTENANCE HOLE
0 EXISTING CATCH BASIN
EXS177NG FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED GUARD POST
M EXSITING MAILBOX
EB EXISTING WATER METER
PROPOSED WATER METER
EXISTING WATER VALVE
N PROPOSED WATER VALVE
I® PROPOSED REDUCER
PROPOSED THRUST BLOCK
EXIS77NG BLOWOFF
T PROPOSED BLOWOFF
APPROVED II PROPOSED FLANGED JOINT
NOTICE: Plans are approved excepting T" , PROPOSED "TEE" any errors or omissions. All work must 111
pass inspection in conformance with
all applicable co as regulations. ® PROPOSED SEWER CLEANOUT
oats: ] PROPOSED SEWER CAP
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SOIL LO G
CI F P T TOWNSEND r
f" CONIFEROUS TREE1.
DECIDUOUS TREE
p /r SJ EXISTING UNDERGROUND SANITARY SEWER
SS PROPOSED UNDERGROUND SANITARY SEWER
w
W._..._..___._..,. EXISTING UNDERGROUND WATER
G --- W PROPOSED UNDERGROUND WATER
1~ EXISTING UNDERGROUND ELECTRIC
TV - EXISTING UNDERGROUND CABLE TV
NOTE:
ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF PORT
TOWNSEND DEPARTMENT OF PUBLIC WORKS "ENGINEERING
DESIGN STANDARDS" DATED APRIL 1997
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IXP. DATE: 10 / 28 /
DATE 11 -07 -02
SCALE AS SHOWN
JOB NO: 02159
FILE: 02159UP. d wg
DRAWN: STH
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OF 5 SHEETS
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IXP. DATE: 10 / 28 /
DATE 11 -07 -02
SCALE AS SHOWN
JOB NO: 02159
FILE: 02159UP. d wg
DRAWN: STH
SHEET
OF 5 SHEETS
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LIVE TAP
2' TYP. CONCRETE
THRUST
BLOCK (TYP)
HANGED -
CUT -IN -TEE
COUPLING ADAPTER
BOTH ENDS)
GATE VALVE)
FL x MJ
TEE FL x FL
2'
TYP.
FL x IAJ ROMAC STAINLESS STEEL ,
TAPPING SLEEVE
VALVE AND SLEEVE SHALL BE
SUPPORTED AND BACKFILLED AS
SHOWN BELOW— RIGHT. CONTROLLED DENSITY BACKFlLL
POURED WIDTH OF TRENCH, TWO
FEET PAST VALVE FLANGE UNDISTURBED
STARTING 1' ABOVE THE PIPE GROUND
GATE VALVE
FL x MJ
1' ABOVE PIPE - ^
1 ''. j:
APPROVED PEA GRAVEL OR ' =' =' ='' ='' =' = ' '' _ _ '' '''
SANID BEDDING MATERNAL _ = f '
COH,IPACTED - 2' ' .
SOLID BRICK SUPPORT .
CONCRETE THRUST BLOCK '
NOTE
1. 1l M!IL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND
PIPE' AND FI171NGS BEFORE THRUST BLOCK AND E3ACKFlLL ARE POURED.
Z.
3 Op SANDD4S0 WAATER, AND ONE
LA (
94) OFISCEl.1ENT.
3. MJ CUT IN TEES SHALL NOT BE PERMITTED.
4. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION.
5. ALL 1fHRUST BLOCKS TO BE PLACED AGAINST UNDISTURBED GROUND.
6. FOR ROAD REPAIR SEE STREET STANDARDS.
i S,'1
i'` t ri 3g avr.
a. _. r. v .' yH
CARSOPd PVC ?.fETER BOX CUSTOMER
MODEL 1419, OR R ESPONS /B /UTY
EQUIVAL T
I
I PROPERTY
LINE
I
SHUT OFF WITH
LOCK WING GROUND KEY
11D COMPRESSION I
MUELLER MODEL 825170,
OR EQUNALENT 6 "MIN
12'MAX
3 4 FEMALE
FLARE
SERV/CE PIPE °D t
TYPE K COPPER ,I I
N
CORP STOP INLET
IRON PIPE THREAD
OUTLET FOR 110 COMPRESSION
CONNECTION, EQUAL
TO MUELLER H- 15028, It COPPEROREQUALSTUBOUT
IcCHECK VALVE
BED WITH PFA GRAVEL
OR WASHED ROCK
x TO PRIOVIDE POSITNE /
a
DRAIN OUT OF BOX
NCES
SRIMETER
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 STA11C 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 FOR
THE TYPE OF SERVICE
4. It INDICATES ITEMS TO BE INSTALLED BY CITY.
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AA .;ry! 4, .l Y i '§ ¢. 1
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R ,:
NOT TO SCALE
NOT TO SCALE
BUND AO
FLANGE
BUND
FLANGE
Q
45' BEND
22 1/2' BEND
90' BEND E TEE
BLIND FLANGE
OR SMALLER SIZE PIPE
r =.
A
1
GATE VALVE'
11 1/4' BEND CROSS
THRUST BLOCK -TABLE
MIN. BEARING AREA AGAINST UNDISTURBED SOIL
SQUARE FEET
PIPE
SIZE
Q
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
i6" 29 25 16 8 4 16
18" 36 31 20 10 5 20
20" 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" 197 171 107 55 27 107
48 "' 257 223 140 71 36 140
NOTES:
1. BEARING AREA OF CONCRETE 7HRUST-
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 /N PLACE AND HAVE
A MINIMUM OF i/4 SQUARE FOOT
BEARING AGAINST THE FlT77NG.
4. BLOCK SHALL BEAR AGAINST FTTINGS
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 36KS1 YIELD
STRENGTH.
tt- a t. 0 4y 4HIIIII .•. Y1" txm :Fz ..Q` s 1 3, ti s
6" MIN
2' MAX
3/4 FEMALE X METER
3/4 BRASS _ _
STREET ELBOW ''• '' '• ''.
PROPERTY
1 " COPPER, NYLON BALL I UNE
3/4" IVALVE, MUELLER H 14265, _
OR EQUIVALENT ' ' '
6" BRASS NIPPLE
METER BOX
1 " TYPE K 12" BRASS NIPPLECOPPER.
CLOSE BRASS . - , . • , . - , _ - .
NIPPLE
1 3/4" BRASS 3/4"
BULLNOSE TEE
SEE WATER SERVICE
3/4 BRASS - CONNECTION — SINGLE
STREET ELBOW
3/4 FEMALE X METER
BACK OF WALK
SET METER AND BOX
TO FlNISH GRADE) ,
E
F M r'. a. 1t ? • S
r. ,.; `
2 .. '.. . x
rr !'
i 5 m aIIII, v= ti .. H.'
sn
t fti l d, i ty`, rlllllis. F aµ e _ M.
NOT TO SCALE
NOT TO SCALE
MUELLER CENTURY
FIRE HYDRANT
TWO 2 1/2"
MAX 4" NST PORTS \
MIN 3'
7 CU. FT. MIN WASHED
GRAVEL PASSING 1 -1 2 ",
AND RETAINED ON 1"
MESH FOR DRAIN
CONCRETE BLOCKING TO ';
BE PLACED AGAINST jT
UNDISTURBED SOIL (TYP) i,j
TO BE PLACED
AGAINST UNDISTURBED
SOIL (TYP)
16" X 8" X 4" MIN
CONCRETE BLOCK
MJ WITH RESTRAINT
3/4" ALL THREAD ROD —
NST STEAMER PORT
4" STORTZ ADAPTF
18" MIN, 28" MAX
1.. < ..:o, s
CAST IRAN VALE
BOX 18 x 24 WITH
LID MARKED WATER
SjANDARD CONCRETE METER BOX
3 BACK OF CURB
2" IRON BODY GATE
VAL MUELLER A- 2360 -08, OR
1 1 GRINNEL BRASS 2" GALVANIZED CAP
HA D GATE VALVE, G -3000,
OR EQUNALENT
ii i i i1. j\
STREET ELS.
CORP STOP INLET BLOCKING
IRON PIPE THRF4D 2" GALVANIZED IRON - OUTLET FOR STREET EL PIPE TO FIT.
CONNECTION, EQUAL TO
MUELLER H9969,
OR EQUNALENT
MAIN LINE -}- Q
DUAL CHECK VALVE
SERVICE SADDLE
MUELLER H -14243 2" 90' ELBOW
WITH SST BAND
TAP SIZE AS REQUIRED
ROMAC MODEL #2002S,
OR EQUNALENT 1/2 C.Y. GRAVEL
BACKFILL FOR
DRAIN.
COVER GRAVEL WITH
15# FELT ROOFING
MATERIAL
12" MIN.
f; r 4
i s r s .^ a
x. . , ', .p, 5. . ,.. g n . .. ... -. . , 8.. _ .. ...'.. .v y - n A P r .i. 1. e . . ' xa ... J`^. a 4 .. 1 i. H ., .. .' ,. i i,. I. N q... :: .. Y l: . .... ni' # u' ki + , ti .,. Xb .d ,. r .. ,
SEE NOTE 2
GUARD POST
O BREAK AI
FLANGE
GUARD POST
SEE NOTE 1
ELEVATION PLAN
FIRE HYDRANT GUARD POST
SEE NOTES i AND 2)
NOT TO SCALE
VALVE —Box NOTES:
1 GUARD POSTS SHALL BE 6' LONG, 8 "!N DEAMETER
18" PRECAST CONCRETE OR 6' LONG, 6" DIAM SCH 40,
CAST IRON TEE, CONCRETE FILLED CLASS 52 STEEL PIPE. PAINTED
WITH 6" FLANGE WITH TWO COATS OF RUST— O —LEUM N0. 2766, HI
SIDE OUTLET GLOSS YELLOW PAINT.
42"
O' p I I 2 TOP OF GUARD POST SHALL BE LEVEL WITH TOP OF
FIRE HYDRANT OR 30" IF NOT ON LEVEL GROUND.
CONCRETE
BLOCKING 3 VALVE MARKER POST SHALL BE 42" PORTABLE TRAFFlC
DELINEATOR POST W/TWO REFLECTOR STRIPS. THEY
6" GATE VALVE SHALL BE FURNISHED NEW AND UNUSED AND BURPED 24"
FL X MJ) —.— U DEEP, TO LEAVE 18" EXPOSED AS A MARKER POST
THE LETTER "V" AND THE DISTANCE TO THE VALVE
6" DUCTILE IRON SHALL BE STENCILED ON THE POST WITH 2" HIGH
PIPE CLASS 52 VALVE MARKER P 0S T NUMERALS, WITH BLACK ENAMEL PAINT.
CEMENT LINED
OR C -900 PVC. (SEE NOTES 3, 4 AND 5' 4 VALVE MARKER POSTS SHALL BE INSTALLED FOR ALL
APpRQVED
VALVES LOCATED IN UNIMPROVED OR UNPAVED AREAS.
roved excepting VALVE MARKER POSTS SHALL BE SET IN A SAFE AND
NOTICE: Plans are aPp RE ISONABLY CONSPICUOUS LOCATION. ,
any errors or omissions. All work must
pass inspection +n
conformance with 5 VALVE MARKER POSTS ARE NOT REQUIRED FOR AUXILEARY
lica le (e1/ nd regulations. HYDRANT VALVES. all apP
Date. .
Permit N _
A hQ .? jtJ ra a 'sY kAxM7 ' < xrSI, s' rkY
V
yr >, ,ay
NOT TO SCALE
y t +
rw . a , x- Ht , x _. _.. ,,..w. ., 3, ' a
rqs }y
V
w N- r a
NOT TO SCALE
1
0
G
O h z
EXP. DATE: 10 / . ".8 /
DATE: / Z U, /vL- r1 =fr-92
SCALE: AS SHON/N
013 N0: 02159
C. 02159UP.drrF3L...
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01. 5 sHEErs
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s
e
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a
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EXP. DATE: 10 / . ".8 /
DATE: / Z U, /vL- r1 =fr-92
SCALE: AS SHON/N
013 N0: 02159
C. 02159UP.drrF3L...
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9
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VARIES
FINISHED GRADE
5' TO 7'
0X40X36" PAINTED MARKER.
LABEL "S.S. STUB" INDICATE DEPTH
O SERVICE TO NEAREST FOOT, ON BACK.
vilvi ,°
2 12 GAUGE GALV. WIRE I
u ATTACHED TO PIPE AND
STAKE
rx
a
Q 2.00% MIN. SLOPE
6" PVC
PLUG END (IYP.)
6 " -45' PVC ELBOW
PVC WYE TO FIT
GRAVITY ,SEWER MAIN
NOTES:
I. ROTATE THE 45' ELBOW TO ACHIEVE
THE PROPER ANGLE TO REACH THE
PROPERTY LINE WITH 5' OF COVER;
THE MINIMUM ALLOWABLE SLOPE IS 2%
2. 3' MINIMUM TO ADJOINING LOT LINE
3. SERVICE TO SINGLE RESIDENCE
MAY BE REDUCED TO 4" BEYOND PLUG.
ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH CURRENT STANDARD SPECIFICATIONS
FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION-, WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION. AMERICAN PUBLIC WORKS ASSOCIATION.
146imvi ro
PI
NOTES
NOT TO SCALE
OA PVC SIDE SEWER. FOR REMAINDER OF PVC SERVICE SEE DWG WW -1.
OFOWLER MFG, CO. "INSERTA TEE" OR APPROVED EQUAL
O EXISTING SANITARY SEWER MAIN.
CORE DRILL EXISTING MAINLINE PIPE PER MFG'S SPECIFICATIONS.
UE 35' MIN, 45' MAX
0
5' -7"
PLUG AND MARK END PER
SINGLE SIDE SEWER DETAIL
2
Z)
PROPERTY LINE
VARIES
SEE SITE PLAN
6" PVC ® 2% MINIMUM 4
5' MINIMUM DEPTH AT R/W
TWO 6" PVC 45'
OR ONE 90' SWEEP ELBOW
X45' ELBOW 6-7X4" 45' WYES, TYP
V -45' WYE TYPICAL,
SIZE TO FIT' GRAVITY SEWER
GRAVITY SEWER MAIN
SIZE AND SLOPE AS
SHOWN ON SITE PLAN
Z
6" SEWER
CLEANOUT PER
STANDARD
DETAIL 4" PVC AT 2% MINIMUM SLOPE
o.
y
Y
PLUG AND MARK END PER
SINGLE SIDE SEWER DETAIL.
ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH CURRENT STANDARD SPECIFICATIONSFORROAD, BRIDGE AND MUNICIPAL CONSTRUCTION", WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION, AMERICAN PUBLIC WORKS ASSOCIATION.
b -ra
NOT TO SCALE
CAST IRON RING AND COVER
PER WSDOT STANDARD. PLAN B -18b.
COVER MARKED SEWER.
150' MAX
TO MANHOLE
REMOVABLE SCREW -ON CAP
FINISHED GRADE
CONCRETE ENCASEMENT
6" PVC RISER
6" 45' BENDS
WYE (FOR
CONTINUOUS RUNS)
6" PVC SANITARY
SEWER PIPE
1 % MIN.
CALL FOR FORM INSPECTION BY CITY
PRIOR TO POURING CONCRETE.
ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH CURRENT STANDARD SPECIFICATIONS
FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION , WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION, AMERICAN PUBLIC WORKS ASSOCIATION.
f Mat k AydYF Ya. 8
NOT TO SCALE
MAINTENANCE HOLE COVER
314" PLASTER SMOO
1- '
INSIDE & OUEl— - 8" MIN.
20" MAX. GROUTED
CONCRETE BLOCKS
PREPRECAST
C I
SOMUST BEST
CAST WITH GROOVE TO
FIELD INSTALL SAFETY STEP
12 ", 240,36", 48"
1ST STEP - MAX. 18" '
BELOW COVER. `
BASE SECTION
48=600
CONNECTION TO MAINTENANCE '
HOLE WITH P.V.C. PIPE REQUIRES - CAST CHANNEL WITH 3009 PSIPVCXCONC. ADAPTER). /--CONCRETE ,
LPE2ZMIN3/4 UP
CAST IN PLACE CHANNEL &SHELF
SLOPE SHELF SURFACE TO CHANNEL
AT APPROX. 112" PER FOOT.
6" MIN. COMPACTED FOUNDATION GRAVEL
NEW SEWER
CUT OUT EX. PIPE, MAK - PVC x CONC. MAINTENANCE
SMOOTH INVERT & CHANNEL HOLE ADAPTER
AFTER NEW LINE IS
ACCEPTED. !- •NON SHRINK GROUT
EX. SEWER
AST -IN - PLACE SHELF AND CHANNEL8MIN. _ "
COMPACTED FILL
MAINTENANCE HOLE BASE - NEW MAINTENANCE UQLE ON EXISTING SEWER
GENERAL NOTES (PPLY TO ALL MIN NAN .E Hnl FS)
1. PRECAST SECTIONS SHALL BE REINFORCED PER ASTM SPECS FOR CORRESPONDING
SEWER PIPE.
2. POLYPROPYLENE SAFETY STEPS WITH 12.0" SEPARATION BETWEEN RUNGS.
3. STEPS IN PRECAST BASE SECTION MAY BE CAST IN PLACE OR MOVABLE SAFETY
LADDER GROUTED IN PLACE
4. ALL HOLES FOR PIPE SHALL BE BLOCKED OUT AT THE TIME OF CASTING OF THE
SECTION.
5. ALL RUBBER GASKETED MAINTENANCE HOLES SHALL BE FURNISHED WITH RUBBER GASKET
JOINT CONFORMING TO ASTM C443.
6. MAINTENANCE HOLES OVER 10' HIGH SHALL BE FURNISHED WITH 5" MIN. WALL
7. MINIMUM 3% SLOPE ACROSS MAINTENANCE HOLE CHANNEL
8. MAINTENANCE HOLES TO BE WATER TIGHT INCLUDING EXTENSIONS TO COVER CASTING
PLAN
MH RING
32 I
PEA GRAVEL SHALL BE FREE
FROM ORGANIC MATTER MEET:
PAVEMENT RESTORATION PER
ZtEA52NQ
3/4"
CHAPTER 6
12" MIN
SAWCUT —
95 -100
PROVIDE MIN 4"
TOPSOIL TYPE "B" &
EXIST.
200
HYDROSEED IN
ASPHALT NON- PAVEMENT AREAS
PVMT.
BACKFILL
CONFORMING TO
SEC 9 -03.10 LOCATING TAPE
COMPACTED IN 6"
MAY LIFTS OR 12 GAUGE, SOLID CORE, INSULATED,
C.D.F. WHERE COPPER LOCATING WIRE, FOR PVC PIPEREQUIRED
z, 041
W
BEDDING MATERIAL
PER WSDOT APWA
st o
NQQN
O W 9- 03.12(3 )
COMPACTED
K
TO 95 ti
DENSITY UNDER z
ROADWAYS OR PEA
GRAVEL FOR PVC PIPE
W MAX
W =1.5 x PIPE DA 18"
FOR 6" W =27"
8" W =30"
12'W=,36"
PLAN
MH RING
32 I
PEA GRAVEL SHALL BE FREE
FROM ORGANIC MATTER MEET:
U.S. STD, SEIVE SIZE ZtEA52NQ
3/4" 100
3/8" 95 -100
8 0 -10
200 0 -3
a: r. 3' K.`
r• s
NOT TO SCALE
1 " HOLE FOR BOLTS -
3 EA AT 120 DEG.
NON —SKID PATTERN TO BE
CAST INTEGRAL ON TOP OF COVER
0
0
o o o oQo B
aQa a0 0 4
0
1 " D14 LIFT HOLE
8 112" FROM CENTER 2" LETTERS
OF COVER
PLAN
MH COVER
MACHINED SEAT
A A
N
2 112'
25"
SECTION B -B
DUCTILE OR CAST IRON NON - LOCKING OR
LOCKING COVER, MINIMUM WEIGHT 150 LBS
DUCTILE OR CAST IRON FRAME
MINIMUM WEIGHT 210 LBS
NOTES:
1. 3 LOCKING BOLT LUGS TO BE PROVIDED FOR EACH MAINTENANCE HOLE
2. COVER SHALL HAVE THE WORD "SEWER" IN 2" RAISED LETTERS.
M W
FR- RAM AND LID
NOT TO SCALE
APPROVED
NOTICE: Plans are approved excepting
any errors or omissions. All work must
pass inspection in conformance with
all applicably (fooel and regulations.
Date:
Perm No.
By /.
7G a SEND
z
WA,7,
Z 0
282L.r 41
EXP. DATE: 10/ 28 /
DATE: 11 -07 -02
SCALE. AS SHOWN
JOB NO: 02159
FILE: 02159UP.drrg
DP.AWN: STH
SXEET c
OF 5 SHEETs