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S T-1 CSTANDARD" S "El
2" AC PAVEMENT OVER 3" CRUSHED
SURFACING TOP COURSE OVER 9"
GRAVEL BASE OVER COMPACTED
SUBGRADE A 24" MINIMUM CLEAR ZONE IS REQUIRED BEYOND THE
EDGE OF PAVEMENT TO
T ON
t
TREES, HYDRANTS, SIGNS, AND
SIMILAR OBSTRUCTIONS.
PARKING AREAS ARE NOTE:
POCKETED" TO ALLOW ASPHALT PAVED WALKWAYS SHALL BE RAMPED DOWN TOTREESASSHOWNPROVIDEACCESSATTERMINIANDALLCROSSINGSPER TYPICAL CUT .SECTION -
REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT CUT SLOPE MAY BE4PLANTINGSTRIP (ADA). SLOPE OF RAMP AND SIMILAR DETAILS SHALL BE STEEPENED WHERE
NECESSARY DUE TOPERADAREQUIREMENTS. RIGHT OF WAY OR SLOPE1$' Pvmt CONSTRAINTS --4 2'
17' 10' Pvmt DITCH
8'P 5' FOOT 2ARKING0' TRAVEL LANE 0' TRAVEL LANE 5' ACP pqT}{ MIN. 3'
1= PO TS SIDEWALK
u— _ 2
1Y -11 1
2% crown 2% crown_ `
2% slope /
2T_ I3EXISTING1
TYPICAL CUT SECTION , GROUND 2 3tt 1 r—
tIn= ul= 1l l >= 11 =1u l -
r1_„L L (— t lli_ III– u1 11 ZIll= = IH= _Tl f III i `a" MIN. Il= lll lI = -fi1=1lpja
THICKENED EDGE H1=1N ll!_!H TYPICAL FILL SEC11ON 11=I IA °nomillull 3" CRUSHED SURFACING
COMPACT SUBGRADE AT 2% SLOPE 2" AC PAVEMENT OVER 2" CRUSHED
BEFORE PLACING GRAVEL BASE SURFACING TOP COURSE OVER
COMPACTED SUBGRADE - TYPICAL FILL SECTIONTHICKENEDEDGE
TYPICAL
1 INTERIOR STREET SECTION
13 NO SCALE
29' MIN.
24' MIN. 1' SACRIFICIAL
20' 20' SUBGRADE SHOULDER (TYP.
BOTH SIDES)
17' CRUSHED SURFACING 17' CRUSHED SURFACING
SMALL DITCH WHERE1' ts' ASPHALT 16' ASPHALT 1' EXISTING ROAD5' BIKE 5' BIKE
LANE 11' TRAVEL LANE 11' TRAVEL LANE LANE GOES THROUGH
CUT SECTIONS
11 111 `\ EXISTING
3
2% crown 2% crown GROUND
311
Nl =l —Ii1= 111 =111 y Nl= N.IU =1t! 3
a 1 =lylip — 1>r= lu =tli =tu t
litr ll u1= _irr- tt;=t r lif =111 IY_NI 2" AC PAVEMENT ilk
1u i lu` COMPACT SUBGRADE AT 2% SLOPE 3 CRUSHED SURFACING = tttt tu
BEFORE PLACING GRAVEL BASE 9" GRAVEL BASE
TYPICAL FILL SECTION
SECTION ON WEST SIDE TYPICAL SECTION ON EAST SIDE -
2 EXTERIOR STREET SECTION B
13 NO SCALE
11 wx
23747
tj4
O 'CISTEg
ONAL
ECG J 1— 30
EXPIRES 8 -25 -97 7 -1 0 dr6
11-11 -17
SHEET 13
1N..
LOCATED IN SECTION 4, TOWNSHIP 30 NORTH, RANGE 1 WEST
W.M., JEFFERSON COUNTY, WASHINGTON.
REVISIONS
DATE DESCRIPTION
11/21/95 CHANGED SLOPES AND ADDED TEXT. E E
i, Q ins _o T
DETAIL NUMBER DETAIL REFERENCES
4 BA REFERENCESBALLOONEERENCES TO DETAILS INCLUDE TWO
NUMBERS. THE BOTTOM NUMBER IS THE NUMBEREE
OF THE PAGE WHERE THE DETAIL MAY BE FOUND.
CALL 48 HOURS BEFORE YOU
1- 800 -424 -5555
DIG
HAMIL TON TS
T, T A 71 T ATT Tl T T 1 T Tm T1 T'iT7T't T /1 T, ] !T I 1 TR7
P.O. Box 2199
NGIN RINEEEG .:::'::..:..:.;:, e. :;;::;;:'::: 935 N h Ave.
1 ..,. -.1-1
CATCH BASIN = 230.70' \ -
X-- X--X -- - - - - ELEV AT TOP OF
SCREEN \\_ \_ CATCH BASIN = 221.00 ,
SCREEN ` o 0
EL E
5
ROMO BOTTOM
229. 50' ROW 607TOM oELEI! - 220 c • °°
Al I C8#A -6
18" 18" Q - 2 3 RIM ELEV. = 228.50'
REMO164BLE PVC CAP OR i o m6CJ , L lE out = 226.008 "PVC STORM SE! -YER
CATCH BASIN = 230.70' \ -
X-- X--X -- - - - - ELEV AT TOP OF
SCREEN \\_ \_ CATCH BASIN = 221.00 ,
SCREEN ` o 0
EL E
5
ROMO BOTTOM
229. 50' ROW 607TOM oELEI! - 220 c • °°
Al I C8#A -6
18" 18" Q - 2 3 RIM ELEV. = 228.50'
REMO164BLE PVC CAP OR i o m6CJ , L lE out = 226.00
ell
Z3-71 I
Uf -forrCem;v
MH #H -1
SS UPPER BRACKET
Q / ,--, 00
NNW /
fJ.
I ,' ' ! AFTER OMPLETION OF CONSTRUCTION OF THIS LEG OF ,.,, L RIM
G SEWER MAIN, THE TOP OF THE BACKFILLED ELEV =
50 25 0 50 100 f' i. ! ! TR a H SHALL BE FLATTENED TO PROVIDE A MINIMUM
ti 1 3 8" LIFTING CABLESCALEIN, FEET % •` ., 8 FEET OF SURFACE WITH A SIDESLOPE BETWEEN WYE WITH BLIND 304SSiAND10% TO ALLOW ACCESS BY MAINTENANCE
CONTOUR INTER. 2.0
O ' t a EHICLES. SURFACE ROUTE WITH QUARRY SPALLS FOR FLANGE FOR
10 FEET ON EACH SIDE OF DRAINAGE SWALE CROSSING. 2 "GAUGEATTACHMENTOF
Y t PORTABLE PUMP
DISCHARGELOCATIONANDPRECISECONFIGURATIONOFPUMPSTATION POWER CABLEPADANDACCESSROADTOBEVARIEDASNECESSARYTO .
MATCH TERRAIN AND PROVIDE BEST ACCESS TO THE TRANSDUCER HANGER CABLE 1 /4 SS
LEGEND :, `: `tt ' \ `•, VARIOUS COMPONENTS.
ti4+ ,-27DRAIN
STORM SEWER 30 t t ' ' t SEE PROFILES SHEET 23 4' bv-r- CHECK VALVES fen?aT Ve ' R gSTORMSEWERDITCH4' GATE VALVES
INVERT a bc' vi 5 eCJ m yELEV '
SANITARY SEWER _
0 MANHOLE I MH A 4'4' ' I 4 D.I.FLANGED PIPING
A— I
DISCHARGE
WATERLINE ` GENERATOR AND F 2'SS CHAIN
FIRE HYDRANT '
FUEL TANK
11 _'..__ I j I,:I i I -` %! - ,
I
SANITARY SEWER FAIRBANKS M PUMPS, MWATERLINEBLO>WOFF VALVE PUMP 'STATION EBAMORSEMODEL 4 "5435MV_
PAD ELEVATION TO E R 2 "SS GUIDE RAILS ' n1
jgobPUPSTATIONANDETO
BOTTOMMCHTERRAINELSEWHEUTILITYEASEMENTELEVr88'
VA VE BOX
J TRANSDUCER
UTILITY EASEMENT TO BE CONVEYED 'T0 i 1 ` ' % - -
CITY ALONG WITH OWNERSHIP OF,,SAN /TARY rl W /SS HANGER
j ,' (I I it I .
I `. 'ti NTROLS AND SIMILARSEWERPUMPSTATION. 4tEMS
I
It r 2 SEWER PUMP STA TION ELEVATION
ILl ,
22ACCESS. ROAD AND PAD SURROUNDING PUMP TO BE
SURFACED WITH 2" CRUSHED ROCK AND 6" GRAVEL
15' WIDE ACCESS ROAD BAS_ AND TO HAVE A SIDESLOPE, BETWEEN 3% AND 5%. . 12 X 25 iw wi p Qp tatTrS Spcc.S Z-Z6 -f7CULVERTTOHOWARDSTREET
pump s -z ; m 0 v e T'o Wt o 0C y o rT h r Z90 9Prn
1 PROPOSED ,
r SANITARY SEWER •
acaron a ,Sho LvA o S IediS I Z G i' f 2.3, f
OUTFALL TO BE AT TDh varies between 6, y -F'-r-
THOMAS STREET C3 J -FT n o r' na i s Acrd y n
p 0747- ,bc1n9 58.L f7.
577-, c. head = 14 3.3 5'
level 9r elegy I R4 ,00.
THE CONTRACTOR SHALL FURNISH ONE COMPLETE SANITARY SEWER PUMP STATION,. t'. #• _.,.. .:,: - .:;•, .x4;,., .,., fx . , . : .,. , ... . COMPLETE AND OPERABLE IN ALL RESPECTS. TO THIS END, THE CONTRACTOR " ° '" " " "" 4 ' '' `$"'' ''o ° a s .•, ^.... w. sY..> k:'r„ w.kF fiat *der'. -.°t:" . , r;, ''A'." - pSHALLFURNISHANDINSTALLALLITEMSNECESSARYFORACOMPLETESTATION. A SELF STARTING GENERATOR SHALL BE PROVIDED. IT SHALL BE HOOKED INTOMANYITEMSNECESSARYFORTHEPUMPSTATIONARENOTSHOWNONTHESETHEELECTRICALSYSTEMBETWEENTHETHREEPHASECONVERTERANDTHEPUMPS SOCONSTRUCTIONPLANSBUTAREREQUIREDFORPROPEROPERATIONOFTHESTATIONTHATTHEGENERATORPROVIDESBACKUPINTHEEVENT. OF A FAILURE OF THEOROFOTHERCOMPONENTS.
ONVE TES TE G NERATOR H L E LP PO RED, \.o "r /4" Cr1'i'iCCJ i.hCe. Ge.h('0 f
orcj• 10LA r c SurL ol` -- G.r e.ro vr ° °° ALL WORK SHALL BE PERFORMED IN FULL COMPLIANCE WITH APPLICABLE FEDERAL bV +d —
cSTATEAND :LOCAL LAWS, REGULATIONS AND CODES. SEPARATION SHALL BE PROVIDED BETWEEN THE LP FUEL TANK AND OTHER
COMPONENTS PER THE FIRE CODE. THE CONTROLS MAY BE INSTALLED IN APPROPRIATE- METAL- ENCLOSURES PER NECORTHEYMAYBEINSTALLEDINA8FTx10FT, SLAB -ON- GRADE, WOOD FRAMED PUMPS SHALL BE FLYGHT, GORMANN /RUPP OR FAIRBANKS /MORSE UNLESS OTHERWISECONTROLBUILDING, AT THE CONTRACTOR'S OPTION. MATERIALS AND WORKMANSHIP APPROVED BY THE PORT TO`-,"INSEND PUBLIC WORKS DEPARTMENT. FOR THE CONTROL BUILDING, IF CONSTRUCTED, SHALL COMPLY WITH THE UNIFORMBUILDINGCODE. A 5 YEAR WARRANTY (PARTq ,ONLY) AND A 2 YEAR WARRANTY (PARTS AND LABO /)
IS REQUIRED ON ALL PUMP STATION COMPONENTS.
POTABLE WATER SERVICE SHALL BE PROVIDED TO THE PUMP STATION BY A SINGLE, HATCH FRAME LOCATION HATCH FRAME LOCATION
FROST PROOF HOSE BIB YARD HYDRANT LOCATED NEAR THE PUMP STATION AND ALARMS SHALL BE WIRED TO A DEDICATED PHONE LINE TO THE CITY OF PORTSERVICEDFROMTHEADDITIONALWATERSERVICEMETERANDSTUBOUT' AT THE TOWNSEND SE'.'ER TREATMENT PLANT. THE ALARM CONDITION SHALL SOUND FORNORTHENDOFSTREETA. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION HIGH WET WELL LEVEL, LO'N WET WELL LEVEL, PUMP FAILURE (OVERHEAT ORDEVICE (RPBD) SHALL BE INSTALLED IN AN APPROPRIATELY SIZED CONCRETE ISTURE), POWER FAILURE (NOT INCLUDING WHEN GENERATOR OPERATES rA/ p PUMP 7- VAULT LOCATED AT THE SOUTH EDGE OF THE PUMP STATION PAD. THE VAULT PR ERLY). , SLcYVEI PVMP STA / ION PLANSHALLHAVEAFLOORDRAINNOSMALLERTHAN4INCHESINDIAMETERWHICH jvi.jAVASkSHALLDRAINTODAYLIGHTWITHNOBENDS. PUMP STA CONTROLS SHALL BE AS MANUFACTURED BY CONSOLIDATED UIPMENT 2Z oORAPPROVEDE ao'
fPROVISIONSSHALLBEMADE. FOR AUTOMATIC, ADJUSTABLE ADDING OF HYDROGEN THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE VARIOUS PUMP STATIONPEROXIDETOTHEWETWELLTOPREVENTSEPTICITY. THE SYSTEM SHALL BE RELIABLE COMPONENTS TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVALANDRECOMMENDEDBYTHEMANUFACTURERFORSUCHUSE. THE SYSTEM SHALL BE PRIOR TO INSTALLING SUCH EQUIPMENT. A MINIMUM OF TWO WEEKS SHOULD BE .0 4• INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. ALLOTTED FOR REVIEW; ADDITIONAL TIME WILL BE NECESSARY IF REVISIONS ARE o CIS ER' TNECESSARY. THE SHOP DRAWINGS SHALL BE .SUFFICIENTLY COMPLETE TO DESCRIBE ONALE
Gti 11- 30 --c7Y
ALL COMPONENTS, THEIR LOCATIONS AND HOW THEY WILL OPERATE TOGETHER AND 6'"" HOW SECURITY OF THE PUMP STATION WILL BE MAINTAINED. SECURITY MAY BE EXPIRES 8 -25 -97 7-- 10- -cT6MAINTAINEDBYLOCKS, FENCES, GATES, LIGHTING, SIMILAR MEASURES, OR A COMBINATION '
OF THESE MEASURES. z— /q-9.7
SHEET 22
LOCATED IN SECTION 4, TOWNSHIP 30 NORTH, RANGE 1 WEST, REVISIONS DETAIL NUMBER DETAIL REFERENCESW.M., JEFFERSON COUNTY, WASHINGTON.
DATE DESCRIP CALL 48 HOURS BEFORE YOU DIG ANT ]a Imm
TION
4 BALLOON REFERENCES TO DETAILS INCLUDE TWO
P.O. Box 2 ss11 -30 -95 MULTIPLE MINOR CHANGES 2 NUMBERS. THE BOTTOM NUMBER IS THE NUMBER HAIL T ON H'I CHTS
OF THE PAGE WHERE THE DETAIL MAY BE FOUND. 1-800-424-5555 -. ENGINEERING 935 N 5th Ave. 2 -1 q - q ? AS BV /LT /1 OTAT /O/yS / THE TOP NUMBER IS THE NUMBER OF THAT DETAIL. AND SURVEYING Sequim, WA 98PLANNEDUNIT382JZAWN #: V. B. & E E
SFR; HAMILTON-PUMPB-1 1 0295-COLOR01 PAGE NUMBER FOR UNDERGROUND UTILITY LOCATE SERVICE CITY OF PORT TO D ,
3
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W DDS CBIm` EXISTING 1 \ IQPHASE1IIIISSMH76
EXISTING
I i I -•
PHASE 1 II + 1 1
l 44 77
42I I"
I XsnNG j I ` I 12
41 PHASE 1
78 I I CB
PHASEe / HASE 1
40 r i EXISTING
PHNTn- 79
CBIEXISTING 80 I Ie CB \ PHASE 1EXIS
PHASE 1
l 8 I
I 14
ar% 97
38 4. ' 9 98
CB
iRIMELEV. = 262.32' `" "`-' RIM ELEV. = 261.62' - - - - - - - - - - - - I INV. OUT(SE)- 259.92' / INV. OUT(N)= 253.42' -
INV. lN(S)= 253.58'
NV• IN(W)= 253.52' n \ /" `CB ------- - - - --rl959CBt/ EXISTING PHASE 1 1
I/ RIM ELEV.= 250.66'
J7 INV. OUT(NE) =248.9
INV. IN(S)= 249.01 ' I00I I'
10 PH
82 11 I 15
CB PHASE 2 •.
RIM ELEV. = 254.06' j I ;
I INV. OUT(N)= 252.31 ' I
I I I INV. IN(S)= 252.11 ' I I IJ6II933 _
CB
V.
7 12" pipe , I 8.J INV 252.12Ia RIM ELE = 256.53' I III ° S, o INV. OUT(W)= 254.56' ( I 1IN(S)= 254.96' I
I I 16 II / I I c I I INV = 252.34'
35 I ® I I
I 92 i I
I I ( I I CB
I. i ___ [._ I I RIM ELEV.= 25385' n I
I ! INV. OUT(N)= 251.52' I84 /NV. IN(S)= 251.52'
17
TO TJ4ii9089 88.
I LOT 87III9I I IWWCB851IIWRIMELEV. = 257.35' I I I
nI I ( INV. OUT(N)=254.9,6 ( II _ _ + 'I I CB 8I \ I .10' INV lN(S)= 255I _ _ -- - _ - - -- k - _- RIMi - I NV OLDUT(N) -
254.34' I
I
I 2520
i - -
I ----- - - - - -- - 8" SHASTA STREET I "_ r pio TA
s
J2 I SSMH SSCO I I CB SSMH / III , RIM ELEV. = 262.56' I I RIM ELEV = 257.11 ' R144 ELEV. = 254.66' I / 19 I RlM ELEV. = 271.77IINV. OUT(N)= 259.37' I I INV. OUT(N)= 255.31 ' INV OUT(N)= 244.27 I r nIIIINV. IN(S)= 255.31 ' INV! lN(W)= 244.34' I r IlN(S)= 259.47
j I I I I INV 1N(S)= 244.36' I
29 28 27 26
I I Q I f. ,
Q I I I I W I
ja
25 24 23 22I '
IImLI? I N RIM ELEV.= 256.953INVOUT(N)= 254.10ISSMH SSMH ' I IIRIMELEV =272 01 ' i cj i INV. IN(E)= 254.10' 2OR/M ELEY = 258.06' INV. OUT (N)- - 260.05' INV. IN(W)= 254.10' INV OUT(N)= 244.91INV. IN (W) =260.15' INV. = 254.80' i i INV. lN(S)= 254.10' CB INV. IN(E)= 245.06' ti I II `•
S
p'De_ - " RIM ELEV.= 256.76' LOPE 19 ` J 8 pipe I I OUT(W)=254.88' I I
I _ • =255. 10 /NV. lN(S)= 254.74' 8- p PINV. i e27. 55. ..
r--------- - - - - -- == - -- - - -- -- - ->- -- -- -
8 pipe - -
IN =254.
F - -- - - - --
20TH STREET
EDGE OF ASPHALT (TYP.) - - - - - - -
INV. = 255.24
I
as- euiLrs FOR: HAMILTON HEIGHTS PHASE 2
I
II
II
wI
I
3I
I
I
I
I
ISSMH
RIM £L6V,=258.82'
INV OUT(W)=245.62'
NV. IN(S) =245.82'
INY. lN(E)=245.82'
IN SECTION 4, TOWNSHIP 30 NORTH, RANGE 1 WEST W.M.
CITY OF PORT TOWNSEND
JEFFERSON COUNTY, WASHINGTON
W
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m 0N
Z=
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m m
1 1
40 20 0 40
SCALE IN FEET
VERTICAL DATUM. NAVD88
LEGEND
STORM SEWER
STORM SEWER SWALE
TRAILS
CATCH BASIN
WATERLINE
FIRE HYDRANT
WATERLINE VALVE
WATERLINE REDUCER
SEWER MANHOLE
WATER SERVICE
CONCRETE SIDEWALK
3 FIBER OPTIC LINES
FLOWLINE OF DITCH
MAY 11, 2006