HomeMy WebLinkAbout25th St. Hendricks to Sheridan Sewerline ExtensionNOTES.-
1. HOME OWNERS TO BE GIVEN 48' HOURS NOTICE PRIOR OT CONSTRUCTI')N ACROSS
DRIVEWAYS AND ALLEY. DRIVEWAYS AND ALLEY TO BE ACCESSIBLE BET' -,aEEN THE EX. SANITARY M.H. F34LnHOURSOF4pmAND8am. tA TOP EL= 206.26
2. ANY TRENCH REPAIR IN ASPHALT AREAS REQUIRES C.D.F. PIPE BEDDING: (SEE DETAIL INV. EL.= 201.31
SS -2B).
3. NEWLY INSTALLED MAINTENANCE HOLE TOP TO BE ADJUSTED TO FINISH'--.D GRADE.
M.H. F34 TO M.H. F33 = 321.5'
Nto
5e,,,en iM" 7.J -
LECEND
ED WATER METER
u , FIRE HYDRANT
M WATER VALVE
V
0 SEWER M.H.
I i
U I I (
EWER LINEEXISTINGSANITARY
r I' IfY POLE
MAILBOX
CONIFER TREE
UcraiT;1n'.JS TREE
0 /
I V) 1 I _._ _ J
0 CATCH BASINI
I SD STORM SEWER LINEit1 I ,
EDGE GRAVEL DRIVE
1 .`) I PROPERTY LINE
STA. 1 +98 I N . ,
1 , ` - - - ROAD
0 n n SANITARY M.H. 1, 190 2' COtJTOURCONNECTTOEXISTINGITOPEL.= 202.30 A % I j ; 4
4SANITARYM.H. F3 - r .. i ( o EXISTING PROPERTY5INV. EL.- 197.07 IN W) I \. I CORNER
TOP EL.- 208.19 I INV. EL.= 196.97 OUT E I 1 m TELEPHONE PEGISTALEx. CB TOP EL.= 205.35 )
INV. EL.= 201.29' EX.) I INV. EL.= 203.35 INV. EL.= 198.94 IN N) t TA. 4 +46INV. EL.= 201.24' NEW) i (CONNECT EXISTING 8) I _ ( U/G r UNDERGROUND TELEPHONE
1 I _ 1 CONNECT TO EX. M.H. F Ex. CB TOP EL. 198.131aEX. CB TOP EL.- 201.78 30 - RECHANNEL TO NEW SEWER MAIN 1 I _ SEE DETAILS No. 2, SS -3, I N ' TOP EL.= 198.17 18 "CONC INV.EL.= 196.13 TRAFFIC SIGN1 ' Ex. CB TOP EL.- 203.99 INV. OUT EL.= 199.63
12 "CMP INV.EL.= 196.63INSTALLCLEAN -OUT INSIDE M.H. 1 AND SS -5) ° INV. IN EL.= 199.83 INV. EL.= 191.69 EX. I P UNDERGROUND POWERINV. EL.= 202.19 II ) SEE DETAIL No. 1) I ' N
L13o Vi INV. EL. = 191.74 (NEW)
0 i I °' iJ ' I i 1-- -. _ U BE NANNFI FOE IEW SEWER MAIN
i ® 202-x-
1 1 , ELOCATE STORM DRAIN 1
NI , , - E_ _- AS_ -RE UIRED N 7 Ib04I
Es /
FH
PV L-- ---- ,' , .._ w i w -._ _. 1 w _ w -
II
w w- i- \\ • w Q w -
1 . 1 12' CPP 12 "CPP i L7::lA
12 "CMIP i \\ - - _ Sp nSDSDsoso -, I Sp so -r- so I so ° s° so so So - °
SD /7N ss
SD
sS
1 1 1 \
N W \ - --- \ 198E F 8" PVC S. =2.1 17 + , + 4 .F, _ 8" PVC S._= ,21_17 +
Ln ' DETAIL SS =2A) o 0
0 00 (SEF D TAIL SS -2A) o 0 0 0 _ o °
ci
G 1 I '
U/G r
1 .,G T \ /
w - w - -_ U/ w - - r e V 6crcr
W _ i' --- ._'-' --- U/C r -- r '"' -- SS \ i - - - -- -_ IV ----JssTN1d a5 .l- - -- U/C t W -e
Nv , SS SS W
SS - SS - - - - -- _ _ _- SS -
i I 1
N
II- PLUG AND ABANDON
fEX. 8" PVC SEWER MAIN -
T0P . - ._-__
J ,/
1f
EL
SANITARY 11
198.5'
F 1 1I
INV. EL. =194,1 7 1981IEX. SANITARY M.H. F33 ITOPEL.= 202.41I1INV. EL.- 198.71
i I I ' 1
20
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v UFO
5rrr5l-,A
50. M" VAa F30
yL.. = 1c7 B. r 1 I
0 20 40 60
Scale 1" __ 20'
emmm 3 APRIL 1998
Dee. 23, 1497
CIPT OO G; FORT TOO WNSENDD
STA 0 +00
C IER LONE `=riIENSOON
1:)g_Aj N (q 1 olvs I90
PHONE: ( 60) 779- 6633
Q.I. PHONE: (206) 842-6123
FAX: (360) 779 -7031
DRAWN: JPH CHECKED: HAA SCALE: 1"=200 JOB NO.:97 -E2892
DESIGN: KDK DATE: DEC. 1997 SHEET 1 OF 2 FILE NO.:
CONNECT To EXISTING STA. 1 +98SANITARYMH. F35 SANITAR M.H.
220
TOP EL. =2
INV. EL. =2
8.19
1.29' EX.) TOP EL.
INV. EL.
202.30
197.07 IN 00 M
r (D TA. 4 +4lNV _E -
RECHANNEL
1.24' EWE
TO NEW SE ER MAIN U- E) -- - - -- CONNECT 220TOEX. M.H. F30CONNECT
INSTALL CL AN -OUT INSIDE M.H. INV. EL. 198.94 IN c ° °' TOP- EL.= 98.1 1
SEE D TAI L No. 1) CONNECT EXISTING 8' ) o II II INV. EL.= 91.69 E(
SEE DETAILS No, 2, SS -3, z 1 ; w INV. EL.= 91.74 NEW
U- AND SS -5) V) n
RECHANN L FOR NEW EWER MAIN
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EX. 8" PVC I APPROXIMATE LOCATI N OF POSSI LE
200
19. . 8 PVC, SDR 35
i I
II --
i C
200
I I n s
1
8 " PVC, SDR 35 S :=2.1 1
190 EX. we
190
SCALE: HO Z. 0'
VERT. E_
0 +00 I -G0 2 +00
11
3 +00 d -nn
20
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v UFO
5rrr5l-,A
50. M" VAa F30
yL.. = 1c7 B. r1 I
0 20 40 60
Scale 1" __ 20'
emmm 3 APRIL 1998
Dee. 23, 1497
CIPT OO G; FORT TOO WNSENDD
257H 37RIEEV
C IER LONE `=riIENSOON
1:)g_Aj N (q 1 olvs I90
SIC711 9, 4. ", n1w, wx iF."IERM6aufr`, ", Q!4/Q
P.O. BOX 847
POU, WA 9870LSBONROHEEQOH89LL'C PHONE: ( 60) 779- 6633
Q.I. PHONE: (206) 842-6123
FAX: (360) 779 -7031
DRAWN: JPH CHECKED: HAA SCALE: 1"=200 JOB NO.:97 -E2892
DESIGN: KDK DATE: DEC. 1997 SHEET 1 OF 2 FILE NO.:
N
n
5
En
cn
n
r
r
r
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4.
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at's-MLL" 8- 4stStao...)
Foiz CA e w • our
Sri rM la >a F36
N, Tr S.
NEB g.. PvL SAJIWP,ey SEWER
SECTION A ' A
D e TA I L. - I
too. City of Port Townsend - Public Works Department IF
at ..
t Standard Detail
OF
TRENCH SECTION
PAVEMENT RESTORATION PER
CHAPTER 6
12" MIN PROVIDE MIN 4"
TOPSOIL TYPE "B" & SAWCUT HYDROSEED IN
NON— PAVEMENT AREASASPHALT
PAVEMENT RESTORATION
TACK COAT EDGE SEE CHAPTER 6. MATCH EXIST.
BACKFILL
TYP. BOTH SIDES
CONFORMING TO
LEGEND
SEC 9 -03.10 LOCATING TAPE
COMPACTED IN 6"
MAX LIFTS OR 12 GAUGE, SOLID CORE, INSULATED,
C.D.F. (CONTROLLED DENSITY
C.D.F. WHERE COPPER LOCATING WIRE, FOR PVC PIPE
REQUIRED ,
CONk:. TiON TO MAINTENANCE
BEDDING MATERIAL ^,wf;v` 4ff. _ o
PER WSDOT APWA , , •:.,,.:
sr. ,str•..— o w9- 03.12(3)
COMPACT TO 957. ;4 ^' % "7 1 s %%f `.;•:' a
MAX 3/4" DIA. ROCK FOR PVC PIPE
DENSITY UNDER s z
ROADWAYS OR PEA
GRAVEL FOR PVC PIPE
W MAX
DI OR CI PIPE
W= 1.5 x PIPE DIA + 18"
FOR 6" W =27"
8" W =30'•
C.D.F. SPEC. PER YARD
12 "W =36"
PEA GRAVEL SHALL BE FREE
ABS— VOLUME
FROM ORGANIC MATTER MEET:
CEMENT TYPE 1 30
TD. SEIVE SIZE 7PASSING
3//4" 100
2.19
3//8" 95 -100
SAND (SP.GR 2.68) '2550
S 0 -10
200 0 -3
Doss: A" I"? No. Dal. Revision h 1.1
m
Trench Section
C.D.F. PIPE BEDDING
Daft Apr* I"T
and Pavement Restoration
Mo. 1 0.1.
Awr...e
IF I Ap.e Pipe Bedding
JOINT CONFORMING TO ASTM C443.
Awns ed 0„
Detail: SS-28DetailSS-2Arrrrc#,IA\un*.rer,n.,.\.
Exis' u
x
rot, ' A'• Z 10 %
4.
x15nNt; B Prc.
A
IE%F.tST`gA (A
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at's-MLL" 8- 4stStao...)
Foiz CA e w • our
Sri rM la >a F36
N, Tr S.
NEB g.. PvL SAJIWP,ey SEWER
SECTION A ' A
D e TA I L. - I
h--
F_x%STIPC. $,I
P
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1 w 5°rA tot-.
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N.T.5,
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pLu c.
C_40VEt_
EXIST104 g'
I
P,d,Cr ,v
Se Ra µtrl t=o
STTwG 5" P'V'C' To
t "ANDtj0Gb
CUT FxlsrNr,, 8.. P.4 C.
g•'* t.,, City of Port Townsend - Public Works DepartmentIF
at .. City of Port Townsend - Public Works Department
Standard DetailStandardDetail
MAINIENANCE HOLE COVER
3/4" PLASTER SMOOTH
INSIDE & OUT
8" rllN. '-
SAWCUT EXIST. PAVEMENT PAVEMENT RESTORATION
CON&ETE BLOCKS ` TACK COAT EDGE SEE CHAPTER 6. MATCH EXIST.
CAST WITH GROOVE TO
TYP. BOTH SIDES
FIELD INSTALL SAFETY STEP.
LEGEND
12 ", 24 -,36 ", 48-
I S" STEP- MAX. 18"
BEt.OW COVER.
C.D.F. (CONTROLLED DENSITY
BASE SECTION
FILL) 1/4" MAX. SIZE AGGREGATE
CONk:. TiON TO MAINTENANCE
ROLE 11TH P.V.C. PIPE REQUIRES ' CAST CHANNEL WITH 3Q Q0 PSI
SLECTED NATIVE SOIL (S.N.S.)
PIPE, SLOPE 2% MIN.
MAX 3/4" DIA. ROCK FOR PVC PIPE
CAST IN PUCE CHANNEL & SHELF •'' %•, ; t; .:'
MAX 2' DIA. ROCK FOR CONC. `
AT APPROX. 1/2" PER FOOT.
DI OR CI PIPE
NOTES
NEW SEWER
C.D.F. SPEC. PER YARD
CUT :BUT EX. PIPE, MAKE PVC x CONC. MAINTENANCE
MATERIAL POUNDS ABS— VOLUME
AFTEk NEW LINE IS
CEMENT TYPE 1 30 0.15
FLY ASH 300 2.19
8" MIN. CAST -IN -PLACE SHELF AND CHANNEL
SAND (SP.GR 2.68) '2550 15.25
WATER 300 (36 GAL) 4.81
AIR % 18.00 4.86
1. PRECAST SECTIONS SHALL BE REINFORCED PER ASTM SPECS FOR CORRESPONDING
X = 2" FOR PIPE 6" & UNDER, 3" FOR PIPE
8" TO 18 ", 4" FOR PIPE 24" OR LARGER
C.D.F. PIPE BEDDING
Daft Apr* I"T Mo. 1 0.1. Revision IF I Ap.e Pipe Bedding
JOINT CONFORMING TO ASTM C443.
Awns ed 0„
Detail: SS-28nI.
7. MINIMUM 3% SLOPE ACROSS MAINTENANCE HOLE CHHNNEL.
8. MAINTENANCE HOLES TO BE WATER TIGHT INCLUDING EXTENSIONS TO COVER CASTING
h--
F_x%STIPC. $,I
P
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1 w 5°rA tot-.
FI I.L. t: T
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N.T.5,
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EXIST104 g'
I
P,d,Cr ,v
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STTwG 5" P'V'C' To
t "ANDtj0Gb
CUT FxlsrNr,, 8.. P.4 C.
FXJSTIW.o 8,
r
To Rrr4mo
INSTALL FILj_5T
NEB CItA"*t. 70 I.16w.J 8#
4
PVC.
S E c.T1 o tJ A- A
DE-TAIL 2
r.
Feet to City of Port Tow lsend - Public Works Department
Standard Detail
1" HOLE FOR BOLTS -
3 EA AT 120 DEC.
NON —SKID PATTERN TO BE
CAST INTEGRAL ON TOP OF COVER
5 /8'
A B gA °000000
3.. QOoO Q*Op
aoa00000000
0000 000 o oo
o0 0oDoU Oo
PLAN
MH RII`.G
26 3/i '
25 1 / 6., 24
MACHINED SEAT
23 3/,1"
32"
SECTION A -A
DUCTILE OR CAST IRON FRAME
MINIMUM WEIGHT 210 LBS
1" DIA LIFT HOLE --j
8 1/2" FROM CENTER
OF COVER
PLAN
MH COVER
lei
2" LETTERS
jrMACHINED
SEAT
1- 2 1„
i I-- 2 1/2"
25'
SECTION B —B
DUCTILE OR CAST IRON NON— LOCKING OR
LOCKING COVER, MINIMUM WEIGHT 150 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.
DMA Apr* I"? " +.. Dal. Revision Dy Ap.d 24• Maintenance Hole
Appr B" Frame and Lid
voe
rIA Detail: S&5
MSL
ruI*rx 3 APRIL 1998
Reea 23, 1947
CITY OO F POO - T TOO tUNSEND
MTN 37RE T
e(i:"am 3, 4.M, 4bJ1l`fi(, W.VA dLfrtfF(.Room caMm,WA
r4dr P.O. BOX 847
A.D.A. WA 9870EN(MONEEQDU 89 L LC
PHONEI:
S(
6, 0) 779— 6633
B.I. PHONE: (206) 842 -6123
FAX: (360) 779 -7031
DRAWN: JPH CHECKED: HAA SCALE: NONE JOB NO.:97 —E2892
DESIGN: KDK DATE: DEC. .997 11 SHEET 2 OF 2 FILE NO.: 16.29F
g•'* t.,, City of Port Townsend - Public Works Department
Standard Detail
MAINIENANCE HOLE COVER
3/4" PLASTER SMOOTH
INSIDE & OUT
8" rllN. '-
20" IIAX. GROUTED
CON&ETE BLOCKS `
OR PRECAST CONC. RINGS,
PRECAST RINGS MUST BE
CAST WITH GROOVE TO
FIELD INSTALL SAFETY STEP.
12 ", 24 -,36 ", 48-
I S" STEP- MAX. 18"
BEt.OW COVER.
BASE SECTION
48 " -60"
CONk:. TiON TO MAINTENANCE
ROLE 11TH P.V.C. PIPE REQUIRES ' CAST CHANNEL WITH 3Q Q0 PSIPVCXCONC. ADAPTER). CONCRETE CHANNEL 3 4 UP
PIPE, SLOPE 2% MIN.
CAST IN PUCE CHANNEL & SHELF •'' %•, ; t; .:'
SLOPE SHEIF SURFACE TO CHANNEL " '+
AT APPROX. 1/2" PER FOOT.
6" MIN. COMPACTED FOUNDATION GRAVEL
NEW SEWER
CUT :BUT EX. PIPE, MAKE PVC x CONC. MAINTENANCE
SMOOTH INVERT & CHANNEL HOLE ADAPTER
AFTEk NEW LINE IS
ACCEPTED. NON SHRINK GROUT
EX. SEWER
8" MIN. CAST -IN -PLACE SHELF AND CHANNEL
6" COMPACTED FILL
MAINTENANCE HOLE BASE - NEW MAINTENANCE HOLE ON EXISTING SEWER
GENERAL NOTES (APPLY TO ALL MAINTENANCE HOLES)
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 CHHNNEL.
8. MAINTENANCE HOLES TO BE WATER TIGHT INCLUDING EXTENSIONS TO COVER CASTING
DMA Apr/ 1»r Ns. Dais Revision M Apvd Standard Maintenance Holt/New
Maint. Hole on Existing SewerAwrws11%
Detail: SS-3rile %At"A•I.e.:srA..l,..
FXJSTIW.o 8,
r
To Rrr4mo
INSTALL FILj_5T
NEB CItA"*t. 70 I.16w.J 8#
4
PVC.
S E c.T1 o tJ A- A
DE-TAIL 2
r.
Feet to City of Port Tow lsend - Public Works Department
Standard Detail
1" HOLE FOR BOLTS -
3 EA AT 120 DEC.
NON —SKID PATTERN TO BE
CAST INTEGRAL ON TOP OF COVER
5 /8'
A B gA °000000
3.. QOoO Q*Op
aoa00000000
0000 000 o oo
o0 0oDoU Oo
PLAN
MH RII`.G
26 3/i '
25 1 / 6., 24
MACHINED SEAT
23 3/,1"
32"
SECTION A -A
DUCTILE OR CAST IRON FRAME
MINIMUM WEIGHT 210 LBS
1" DIA LIFT HOLE --j
8 1/2" FROM CENTER
OF COVER
PLAN
MH COVER
lei
2" LETTERS
jrMACHINED
SEAT
1- 2 1„
i I-- 2 1/2"
25'
SECTION B —B
DUCTILE OR CAST IRON NON— LOCKING OR
LOCKING COVER, MINIMUM WEIGHT 150 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.
DMA Apr* I"? " +.. Dal. Revision Dy Ap.d 24• Maintenance Hole
Appr B" Frame and Lid
voe
rIA Detail: S&5
MSL
ruI*rx 3 APRIL 1998
Reea 23, 1947
CITY OO F POO - T TOO tUNSEND
MTN 37RE T
e(i:"am 3, 4.M, 4bJ1l`fi(, W.VA dLfrtfF(.Room caMm,WA
r4dr P.O. BOX 847
A.D.A. WA 9870EN(MONEEQDU 89 L LC
PHONEI:
S(
6, 0) 779— 6633
B.I. PHONE: (206) 842 -6123
FAX: (360) 779 -7031
DRAWN: JPH CHECKED: HAA SCALE: NONE JOB NO.:97 —E2892
DESIGN: KDK DATE: DEC. .997 11 SHEET 2 OF 2 FILE NO.: 16.29F