HomeMy WebLinkAboutW-04190DSURFACE AS //VOICATED
ON PLANS-
TRENCH
ZONE
ZIOAJE
SELGCTE =O 77:ZEIUC/4
ExcAVAT,'oN h'�ATER /AL
COl�PPCTED IIJ LIF75
IJOT OVER 24"
CLASS "A"
,voTE :
SL✓6 SPEGIFICAT/bNS Fog MATCSRIALz
AND METNOO of PLACEMENT.
MAINTAIN suRFac.E
TYPE OF SURFACE
STREST
=CLASSAoR0
TRF- /./Cl --I Be�eKF /LL
3ASPHALT CONCRETE
� %
s ': � a
�'BA_SE- COL/RSE OR M.
CRIJSNEG c7R4v6L
'Y
/ DRAIN
EXISTING
2�
TFMPd/�`
SURFPClI�I� - ° -��
-- 7»r
2627 � /�(ANHOLG- rr
ORIG/IIAL GROONO STO. 48 MA�II - /OLG-
s�� LTAlL 24
<*4"GRAV'EL
L SELECTED TRENCH
VALVE PlT
l Yo
TOPSOIL LAWN
MATER /AL. PL -AOEC�
/go (BEH /ND MH)
RE5URFACING
190
IN LIFTS OF G'� TO E0°
—
EL.1B8.3 ±CVERr'FYi
TRENCH AS SP6ClFlE� A( '�
ZONE C0&'v- ACTEL7 TOC75�
WIRES W/WHITE TW /
GXST
P/ PE
bF MA*X. rJ4=- IJSlTY.
USE IMPORTED GFc'ANULA
MAT—ER/AL, BASE
STEEPS �TYP)
0,47'ERIAL /F DIRE. CTEO
!?O
AND PIPE ZONE
1
ZOIJE BY Tiff E,f/G /NEEl?.
p, p.
o
'
PIPE BASE
CLASS '�Q"
_.
LavT. l�9.cx�
/7c� _ ,( I6 "p
I. G✓ATt =rz P /PE I � I
I70
TRENCH ZONE 5�CKF /LL
N.T.S.
TIRIM EaGCS CEMENT OR
P1 a _/!�" MIN[JS CRLISEIEO TC SOU,VO AF�PJ 1ALT CONCg6TE_
RLxK SURF��Cl.ClG - - � i PAVEMENT PAVE/�E -�1T REPLACF��vT AS READ.
' (Y LEVE' lI.lG COUh25B
d Q 3/* r'M//JUS GRUSNEG�
(5RAI/EL.
OR
GLASS \A" D' r GLASS °L7"
7RElJCI /- j gCKFILL_ I MIN / . TgE K)=ILL
U
- ROCK SC1 E //` 'G- RAUEMENT REPLAC�MEAJT
SURACE STOKATIOAJ
/7T __ SPEC /AL SPECS 2G -
SYMBOL
TYPE OF SURFACE
Y
=CLASSAoR0
TRF- /./Cl --I Be�eKF /LL
3ASPHALT CONCRETE
� %
s ': � a
�'BA_SE- COL/RSE OR M.
NOTE:
-- °"
EXISTING
//V LIFTS AS SPECIFIED
ALTERNATE IMPORT ED
W m
<*4"GRAV'EL
SURFACE
D'
toy
TOPSOIL LAWN
6 + 77)
HYDROSEED COVER
RE5URFACING
SCHEDI !LE
d.
............
DES. MHS
.,<
:y �: • CH2M �)
DR.
!3® ®HILL
CHK. ALS 1
APPD. N(
9"MI/J
UW
W Z
Y
=CLASSAoR0
TRF- /./Cl --I Be�eKF /LL
NOT PROVIDE STUSOU)
NO
k
PLACE PIPE ZONE BACKF /LL
NOTE:
-- °"
CHASING -L
//V LIFTS AS SPECIFIED
ALTERNATE IMPORT ED
W m
AND COMPACT TO 90% OF
GRANULAR A/ATER /AL
D'
AT STAT /ONS 4 +42 AND
SOU
6 + 77)
MAXIMUM DENSITY
FOR PIPE BASE AND
"(AS
STATION WILL,5E 0E7FR-
_
11
SELECTED TRENCHS /DE
P /PEZOnIE
DIRECTEt), 5y
WIRES W/WHITE TW /
GRADE RINGS
P/ PE
h
MAT—ER/AL, BASE
STEEPS �TYP)
/2 "APART
AND PIPE ZONE
ENGINEER)
4- FOR 16 " UNDER
BUSHING ONCGNLOUI7'
p, p.
o
'
PIPE BASE
6 "FOR 24"
E/4'CH STABILIZATION
`_ J
(WHERE DIRECTED) St?
NaTE:
_ _ _ - _ J
N SPEC. 2A
SEE= SPECIF /cATrONS FOg MATET2tALs
ANp i�ETHOp OF PLACEME,�t'T
81115E AND PATE
ZC�I�IE ,�ACk'E /LL=
P -EG02D i)2AWItQC-
AL5
/5 "GONG. IoRAI/ I-I
CLASS .2Y /NVT 164;.00J I
/6O 1111?o 160
0400 Or20 G?h40 OF60 O +BO /fOO 1 +20 1 *40 11160 /t8o 2-F00
DIZA IAJ P / /ELIIU,E POeQF /LE
I: sir=-- FL/TUR,E r'r�;�IN_EfT /O.�l -
n
MfI STA 1 +90 OIVLY. DO
/' -6 AMAX
NOT PROVIDE STUSOU)
NOTES.'
BUT CHANNEL MH BOTTOd
!. TEST WIRES TO BE
NOTE:
-- °"
CHASING -L
1 =
(AS REQUIRED)
ALTERNATE CHANNEL
MASTIC COATING (TY/-)
BOUNDARY (MANHOLES
PIPE JOINT
AT STAT /ONS 4 +42 AND
6 + 77)
I i
I I
STATION WILL,5E 0E7FR-
MANHOLE RING
E L .SEE PROF /L_E
AND COLTER
WIRES W/WHITE TW /
GRADE RINGS
INSULAT /ON -"O N
N
SAFETY
STEEPS �TYP)
/2 "APART
- _SECTION
„ MI-1 SECTION
)RIM FLOW
1AAj1JEL
7-E :
1,45 SHOWN FOR
M14.5 TA I +90. S /M /LA
FOR MH 5 T 4 +42
A-04 s- TA G + 77
ICADWELD' TYPE TFT SONG #8
CONNECTION AWG /NS11LA7SD
(TYP.) -
STRANDED COPPER
CABLE, 14 "LONG
NOTES.'
JOINT
!. TEST WIRES TO BE
NOTE:
DUCTILE
\ IRON PIPES
BONG /NG REQU /RED
\COLO APPLIED COAL TAR
AT F-AC14 PIPE, FITTING
MASTIC COATING (TY/-)
AN-r/ VALVE JOINT
PIPE JOINT
SONDING DETAIL
,A/.re,
TEST BOX SUPPORT
4- x¢ "x,5'CEl: AR WOxJ RDST
TERMINAL aox wl--,�Rew N
NOTES.'
COVER AND TE '?M1NAL !
!. TEST WIRES TO BE
8!_OCK(MCM- -7M.C.MLLLER C
ColvNECTED TO P/PE-
Go,) L
LINE 1 P11-E DIAMETER
CONDUIT STRAP 2
APART,
1 "RIGID PLASTIC OR 7
7� BE COATED WICOLO
GALV, CONDUIT A
APPLIED SAL TAR
MASTIC.
3. Loc A77ON of TEST
STATION WILL,5E 0E7FR-
11411VE0 BY OWNER,
#12 AWG COPPER
WIRES W/WHITE TW /
/
INSULAT /ON -"O N
N
PR17Po�ED PlF'ELINE
nCAOWEL.O'r
CONNECTION I
I " F'LAST /C CONDUIT
PfCbPOSEp B
BUSHING ONCGNLOUI7'
P1/�ELINE�
COLD
�A5TtC COATG(R
7-YP)
M
.0"''IANI-10L E !DETAIL _ z TYP TEST STAT /ON" INSTAZIATIOM
10 131 9-TS.
CITY OF RENTON, WASHINGTON SCHEDULES R, P,& G SHEET 10
MISCELLANEOUS PIPELINE DETAILS OF 23
5 MG. TALBOT HILL RESERVOIR DRAIN PIPELINE PROFILE DATENOV.1975
DWG.
NO. C961 1-1
I.
2 -2-