HomeMy WebLinkAbout51st & Sheridan Utility ImprovementsI I
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I 16 I 2 51st STREETSHEET2 ' I
I 3 SHERIDAN STREET
7 5 3 1 S
I 4 DETAILS
3 S 3 1 5 GRANT STREET
6 CROSS SECTIONS61stMIT -
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100 FT LINE
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VICINITY MAP 8c INDEX TO SHEETS
NTANA ADDITION, SEC. 34, T31 N, R 1 W, W.M.
I .
EXP. DATE: 05 / 05 / 06
REVISIONS
ZONE REV DESCRIPTION DATE APPROVED
GENERAL CONDITIONS:
1. A preconstruction meeting shall be held with the City prior to the start of construction.
2. All workmanship and materials shall be in accordance with the City of Port Townsend Standards, the current edition of theStateofWashingtonStandardSpecificationsforRoad, Bridge and Municipal Construction, and any project— specific provisionsorconditions, and requirements.
3. Temporary erosion control measures are required and shall comply with the stormwater code, Chapter 5 of City EDSStandardsandWSDOT /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 contractorpriortodistrubinganysoilonthesite. Submittal and approval of these plans shall precede any construction activity' on thesite.
b) All permanent storage and retention /detention areas used as part of the temporary erosion control and waterpollution /flood activities and conveyance systems shall be cleaned of all silts, sand, and other materials following completion ofconstructionandthepermanentfacilitiesshallthenbecompletedincludingpermanentinfiltrationareas. 4. Horizontal and vertical controls /datum as adopted by the City shall be used, uless approved otherwise. 5. The contractor shall be fully responsible for the location and protection of all existing utilities. The contractor shall verifyallutilitylocatonspriortoconstructionbycallingUndergroundLocateat1- 800 -424 -5555 a minimum of 48 hours prior to
any excavation work.
6. All non — ferrous 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 plastice non — biogradable, metal core or backing marked and color codedfortheutilitytobemarkedandwhichcanbedetectedbyastandardmetaldetector. Tape shall be Terra Tape "D" or
approved equal. Inaddition to tracer tape, force mains and curved mains shall have a 14 gauge coated copper wire, wrappedaroundthepipe, brought up, coated stripped, and tied off at the valve stem or manhole ring. The tape and wire shall befurnishedandinstalledbythecontractor.
7. Temporary street patching may be allowed with the approval of the City Engineer. Temporary street patching shall be asdescribedinChapter6oftheEDS.
8. The contractor shall provided a traffic control plan(s) for review and approval by the City Engineer in accordance with theManualonUniformTrafficeControlDevices (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 distrurbed 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 AM to 6 PM, 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. Everyeffortwillbemadetoaccommodatesame —day inspections if the City is notified before 8 AM.
GENERAL CONDITIONS - -- WATER
1. The City shall be given 72 hours notice prior to scheduling a shutdown of any portion of the water system. The existingvalvemustbepressuretestedtoCitystandardspriortoconnection. 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 or install a newvalve.
2. The existing valves shall 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 contaminates will not enter the lines. 4. All lines) shall be chlorinated and tested in conformance with the standard specifications. Dechlorintation will be done bycontractor.
5. All water mains shall be staked for grades and alignment.
GENERAL CONDITIONS - -- WASTE WATER (SEWER)
1. All work and materials shall conform to the City and WSDOT /APWA Standard Specifications.
2. The City shall be notified 72 hours prior to scheduling a diversion of flows in the wastewater system. 3. During 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 day so that contaminates will not enter the lines.
4. All lines shall be tested in conformance with the Standard Specifications. Prior to final acceptance of all installations, theCityreservestherighttoconductaninspectionsofallmainlinesbytheuseoftelevisionequipment. 5. The City construction inspector shall be notified a minimum of 24 hours in advance of the time that a service connectiontoanexistingmainisneededsothatCityinspectionmaybescheduledforthework. The inspector shall be present at thetimeofthetap.
6. Prior to backfilling, all sewer lines and appurtenances shall be inspected and approved by the City's inspector. Approval
shall not relieve the contractor for correction of any deficiencies and /opr failure as determined by subsequent testing andinspections. It shall be the contactor's responsibility to notify the City for the required inspections. 7. Approximate locations of existing facilities have been obtained from available records and are shown for convenience. Thecontactorshallberesponsibleforverificationoflocationsandtoavoiddamagetoanyadditonalutilitiesnotshown. If
conflicts with existing utilities arise during construction, the contractor shall notify the public works inspector and any changesrequiredshallbeapprovedbythePublicWorksDirectorpriortocommencementofrelatedconstructionontheproject. 8. All sewer main extensions within the public right —of —way or in easements must be staked by survey for line and gradepriortostartingconstruction.
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF PORT TOWNSEND
ENGINEERING DESIGN STANDARDS.
2. SURVEY CONTROL PER CITY (NAVD88) STD MON 21 & 23 FOR COORDINATES
BASIS OF BEARING (NAD83/91); HORIZONTAL PER EE ANDERSON SURVEY FOR PORT
TOWNSEND.
ANDERSON A S BUILT — — OWNER: 06/16/06CIVILENGINEERSLizBERMAN
SURVEYORS 510 57th Street MONTANA ADD DEVELOPMENT
PORT TOWNSEND, WA 98368 INDEX MAP,
ORT TOWNSEND., WA 98368 NOTES & DETAILS
360) 385 -0398 DRWN BY RwR
DESIGN BY MJA
SCALE DATE: FEB 28, '05; 04/27/05;05/23/'05 SHEET I OF 6
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CONSTRUCTION NOTES: I
0 " „ 2 AC /2 CSTC /8 „ AGG BASE PAVEMENT
30 30 O2 INSTALL 2 "AC /6 "AB DRIVEWAY 12' WIDE (TYPICAL) 3
INSTALL STREET NAME AND STOP SIGNS
E-4
W W I 4 INSTALL 8" PVC SEWER & 6" LATERAL LINES
WU O 18QAU5INSTALL8” PVC WATER MAIN & APPURTENANCESOw _ t-
4 p I O INSTALL 8" ADS STORM DRAIN /CATCH BASIN U Q I2 oo ry
X X I 7 INSTALL INFILTRATOR TRENCH - DOUBLE L = 50 FT
X`p WW O I— ~W
Wf--1 I
ri- W06 8 INSTALL 1/4" CSTC/ 95% NATIVE BASE FOR TRAIL I
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0 , I 9 INSTALL BIOFILTRATION SWALE PER DETAIL SHT. 5
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CIVIL ENGINEERS
SURVEYORS
ORT TOWNSEND., WA 98368
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EXP. DATE: 05 / 05 / 06
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BENCH MARK C C -E- ('7
MON NO.22 CITY MONUMENT PLAN SEE SHEET 2 FOR CONSTRUCTION NOTES E PORT TOWNSEND., WA - 9836857thST ® GISE ST
3 ) EXP. DATE: 05 / 05 / 06
360/ 85- 0398
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TORT 2, City of Port Townsend - Public Works Department
Standard Detail
OF
6" MIN
2' MAX
3/4 FEMALE X METER
3/4 BRASS
STREET ELBOW '
PROPERTY
LINE
1" COPPER, NYLON BALL
VALVE, MUELLER H14265, IOREQUIVLENT6" BRASS NIPPLE
METER BOX - -
PE 12" BRASS NIPPLE
CLOSE A ,
IPP'LE
1 3/4" BRASS 3/4"
BULLNOSE TEE
SEE WATER SERVICE
3/4 BRASS I CONNECTION - SINGLE
STREET ELBOW
3/4 FEMALE X METER
BACK OF WALK
SET METER AND BOX
TO FINISH GRADE)
Date: April 1997 Wj D.% "'°^ "' Water Service Connection
Double
Approved By
File: E: \eng_std\standard\water Detail: W -2
TORT rJ City of Port Townsend - Public Works Department
Standard Detail
I1
PLAN COVER PLAN
COVER REMOVED
e ie 4 -S 8 "R
N n 3 8"
1 10 -1 2'
1` VARIES 9-1/2' '
1-1/2'•2' OR 3 ") '
3-1/13-R
COVER SECTION 9'
2' MIN 5 -1
ASPHALT CONCRETE 4-3/4 "R 4 "R i4
EXTENSION SECTION
NOTES
TORT ,.0 City of Port Townsend - Public Works Department
A Standard Detail
BUN D OA 0FLANGE PLUG
BLIND
FLANGE
C OA
90' BEND TEE TEE
BLIND FLANGE
OR SMALLER SIZE PIPE
45' BEND 0 O
@'
GATE VALVE
22 1/2' BEND 11 1/4' BEND CROSS
THRUST BLOCK — TABLE
MIN. BEARING AREA AGAINST UNDISTURBED SOIL
1• MONUMENTS IN NON PAVED AREAS SHALL BE
PIPE
SIZE
A e, 1. 41' SQ i- ...
3" ABOVE GRADE.
0
FT'
4"
Y 2• ALL MONUMENTS SHALL BE PRECAST CONC
1 1 1 NONE
WITH REBAR AND 2 -1/2" DIA BRASS CAP.
4 4
e" • . MONUMENT CASE 3• MONUMENT CASE AND RISER SECTION SHALL
NONE
I
7 6
BE CAST IRON PER ASTM -A48. CLASS 30,
2
12'R
4
2 -1/2" DIA DOMED WITH BITUMINOUS COATING.
10 6 3
BRASS CAP 4• COVER SHALL BE DUCTILE IRON PER ASTM -
12"
CONCRETE BASE
14 9
A536. GRADE 80- 55 -06. WITH BITUMINOUS
3
CLASS 4000)
14" 22
COATING.
12 6
12-MIN /8 REBAR S. LEGEND ON COVER SHALL BE 1/8' RAISED
29 25 8
INTEGRALLY CAST LETTERS 1' HIGH WITH
16
18" 31
A MIN FACE WIDTH OF 3/16 '.
10 1 5
a.
20" 45 39 24
PRECAST CONCRETE MONUMENT
24
22" 54
a ' CLASS 4000 CONC)
15 8 29
6" SQ
64 56 35 18
SECTION
35
28" 87 76
Date: April 1997
24
N" +" wd Survey Monument
87 55 28 14 55
36" 175 125 78 40 20
Approved By:
42" 197 171 107 55 27 107
Detail: T -22
257 223 140
File: E:\ eng_std\standard\transpo
36 140
FL X MJ)
16 "X8 "X4 "MIN
CONCRETE BLOCK 6" DUCTILE IRON
TORT ,.0 City of Port Townsend - Public Works Department
A Standard Detail
BUN D OA 0FLANGE PLUG
BLIND
FLANGE
C OA
90' BEND TEE TEE
BLIND FLANGE
OR SMALLER SIZE PIPE
45' BEND 0 O
@'
GATE VALVE
22 1/2' BEND 11 1/4' BEND CROSS
THRUST BLOCK — TABLE
MIN. BEARING AREA AGAINST UNDISTURBED SOIL
SQUARE FEET
PIPE
SIZE
0
FT'
@
FT' FT'
@
FT2
0
FT'
0
FT'
4" 3 1 1 1 1 NONE
6" 4 4 2 1 1 NONE
8" 7 6 4 2 1 4
t0" 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 1 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 1 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 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.
Date: April 1997 N' Da1i p""'"" Horizontal Thrust
Blocks
Approved By:
File: E: \eng-std\standsrd\water Detail: W -8
Date: April 1997
Approved By:
File: E :\eng_std\standard\water
TORT rA City of Port Townsend - Public Works Department
Standard Detail
GUARD POST
c--- SEE NOTE 2
O BREAK AWAY
FLANGE
o 0 36"
28"
GUARD POST 18" J-7;4-L SEE NOTE 1
ELEVATION PLAN
FIRE HYDRANT GUARD POST
SEE NOTES 1 ANO 2)
NOTES:
1 GUARD POSTS SHALL BE 6' LONG, 8 -IN DIAMETER
18" PRECAST CONCRETE OR G' 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
I
FIRE HYDRANT OR 30" IF NOT ON LEVEL GROUND.
I3 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: April 1997 -R-w- h Fire Hydrant Guard Post
Ap ved By: and Valve Marker Post
Approved By:
Ti T
Dot rY
File: EAeng_std\standard\water Detail: -11
UPPER 6"
95% COMPACTION)
OR MATCH EX, PVMT)
PRIMARY .NEIGHBORHOOD CONNECTOR SAW CUT — TYPICAL FOR
EXISTING PAVEMENT
Geotextile
FINAL SAND BEDDING LIFT
6" TO 12" ABOVE CROWN)
2% cross slope or crown NATIVE MATERIAL
required for drainage COMPACTED TO 90%
4 MIN SAND BEDDING
TYPICAL TRENCH IN PAVEMENT
1/4" compacted crushed rock (95% M.P.D)., 2 „ —4
NS
Pit run (or any non— organic fill), 4 "--6" (may be reduced if
adequate subgrade exists)
Subgrade compacted to 95% M.P.D.
AS BUILT - -- 0616/06
MONTANA ADD DEVELOPMENT
WATER DETAILS
8c MISC. DETAILS
SIZE FSCM NO. DWG NO. REV
SCALE 20 DATE: FEB 28, '05: 04/27/05:05/23/'05 SHEET 4 OF 6
TORT r City of Port Townsend - Public Works Department
DoT
Standard Detail
MUELLER CENTURY 4" NST STEAMER PORT
FIRE HYDRANT 4" STORTZ ADAPTER
TWO 2 1/2"
MAX 4 ", NST PORTS
MIN 3"
100 18" MIN, 28" MAX
3" VALVE -BOX
7 CU. FT. MIN WASHED
GRAVEL PASSING 1 -1/2"
AND RETAINED ON 1/0
MESH FOR DRAIN
CAST IRON TEE,
5s:' rt MEGA -LUG WITH 6" FLANGE
CONCRETE BLOCKING TO ' {' r' SIDE OUTLET
BE PLACED AGAINST '
UNDISTURBED SOIL (TYP) '
3 . • . :~ CONCRETE
TO BE PLACED BLOCKING
AGAINST UNDISTURBED
SOIL (TYP) 6" GATE VALVE
FL X MJ)
16 "X8 "X4 "MIN
CONCRETE BLOCK 6" DUCTILE IRON
PIPE CLASS 52
MJ WITH RESTRAINT CEMENT LINED
OR C -900 PVC
3/4" ALL THREAD ROD
Date: April 1997
Approved By:
File: E :\eng_std\standard\water
TORT rA City of Port Townsend - Public Works Department
Standard Detail
GUARD POST
c--- SEE NOTE 2
O BREAK AWAY
FLANGE
o 0 36"
28"
GUARD POST 18" J-7;4-L SEE NOTE 1
ELEVATION PLAN
FIRE HYDRANT GUARD POST
SEE NOTES 1 ANO 2)
NOTES:
1 GUARD POSTS SHALL BE 6' LONG, 8 -IN DIAMETER
18" PRECAST CONCRETE OR G' 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
I
FIRE HYDRANT OR 30" IF NOT ON LEVEL GROUND.
I3 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: April 1997 -R-w- h Fire Hydrant Guard Post
Ap ved By: and Valve Marker Post
Approved By:
Ti T
Dot rY
File: EAeng_std\standard\water Detail: -11
UPPER 6"
95% COMPACTION)
OR MATCH EX, PVMT)
PRIMARY .NEIGHBORHOOD CONNECTOR SAW CUT — TYPICAL FOR
EXISTING PAVEMENT
Geotextile
FINAL SAND BEDDING LIFT
6" TO 12" ABOVE CROWN)
2% cross slope or crown NATIVE MATERIAL
required for drainage COMPACTED TO 90%
4 MIN SAND BEDDING
TYPICAL TRENCH IN PAVEMENT
1/4" compacted crushed rock (95% M.P.D)., 2 „ —4
NS
Pit run (or any non— organic fill), 4 "--6" (may be reduced if
adequate subgrade exists)
Subgrade compacted to 95% M.P.D.
AS BUILT - -- 0616/06
MONTANA ADD DEVELOPMENT
WATER DETAILS
8c MISC. DETAILS
SIZE FSCM NO. DWG NO. REV
SCALE 20 DATE: FEB 28, '05: 04/27/05:05/23/'05 SHEET 4 OF 6
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CENTER LINE GRADE OF NEW
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WAS o, CIVIL ENGINEERS
PAVEMENT - FINISH GRADE
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PORT TO WNSEND, WA 98368
50
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311 Slope (TYP)
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COMPACTED
7 7
5 5
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PROVIDE 36' OVER
CROSS _SECTION
30
CENTER LINE
ELEVA TION
INSTALL 6' SEWER
LATERAL - 5' DEPTH
2 PL (TYPICAL)
1.5'
INSTALL UTILITY
TRENCH 2' WIDE/
2' CONDUIT
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BOTTOM EL.= 96.66
5U Grant St - 51st St to 53rd St
NS
13
AS BUILT 06/16/06ANDERSONOWNER:
J.
WAS o, CIVIL ENGINEERS 5oBSRnAStreetG RANT STREET
p" SURVEYORSOG PORT TOWNSEND, WA 98368 51 st St to 52nd St
7663 PLAN Sc PROFILE
PORT TO WNSEND, WA 98368
DRWN BY RWR
360) 385 -0398 DESIGN BY MJA
EXP. DATE: 05 / 05 /-0-6j SCALE 20 DATE: NOV 10, 2005; 11/22/'05;1/03/'08 SHEEP 5 OF 6