HomeMy WebLinkAboutWTR2702167.1M15ED Mll CITY OF IIENTON IfEV]Ek]
coign[NT5 7 - 6 - 013 Dus
SCALE: 1" 20
iur rr.o. _ bHW-CU I...EXI5I It'lLl r-HVE —trl- .
ALP 4" p.i.P INSTALL NEW WATER,15ACKFIL
,z
TRENCH4 .WLAC,E R5PHRLT .
-SAWCUT EX15TIMU PAVEMENT SIDEWALK, SEE DTL. SHEET C-5 FOR
CURB 4 NUTTER. INSTALL NEW WATER PAVEMENT SECTION.
5RCKF ILL TRENCH, REPAIR / REPLRCE
PAVEMENT PER CITY OF RENTON STD. DTL.
# 2.4.1-A, SEE 15ELU, RIL HT.
5TA.0+05
1- 4" DETECT05 DOU151_E ULCK VALVE.
ASSEMLY IN QQULT
SEE DETAIL OH OJT C- b.
SCALE: HORZ. 1" = 20'
VERT. 1" = 5'
C_ l'LL c;? F S A L E Fop, WAT ER L I N E
REC. NO. 95II030650 . .
ye / Ty57 .
1459Cf 0f fX 1& 0(r.
I'
375 ���- �I�
fX. �f fl-fV 370
33.5(t b. 10(±) R. 105(+)R.S �_ -----_
f4�DI.r L LF 4" D.I.P ---------=
too A -
8tT
1-1/L MIN.
EXISTING ASPHALT
CONCRETE
(GREATER THAN
3" THICK) " —
/j/.//j/.//j/. GRIND EXISTING
ASPHALT
6" MIN. CRUSHED SURFACING—` COMPACTED CRUSHED
TOP COURSE
ROCK BACKFILL
EXISTING ASPHALT CONCRETE OVER PREPARED GRADE
( OFFSET JOINT )
1. SEE SECTIONS 7-15 AND 2-09 FOR PATCHING AND BACKFILLING SPECIFICATIONS.
2. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WITH
TEMPORARY ASPHALT AT THE END OF EACH WORK DAY, UNLESS PERMISSION IS
GRANTED TO DO OTHERWISE BY THE CITY ENGINEER AND TRAFFIC ENGINEER.
3. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN
(2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA.
4. SAW CUTS ON CONCRETE PAVEMENTS SHALL BE MADE NO MORE THAN ONE-HALF
THE DEPTH OF THE EXISTING SLAB,
S. COMPACTED GRAVEL BACKFILL CLASS "B" MAY BE USED UPON APPROVAL OF THE
ENGINEER ON TRENCHES OVER 200 FEET IN LENGTH.
PAVEMENT PATCHING DETAILS DATE 2/89
SHEET 2.4.1-A
370 a D.1.P LF a„ DI.P 365
to Z: N - — DEi ECTOF3 DOUBLE CUECK VALVE
W
90 _' N QSSE1`16LY. 7- TOFIRE.SPRINKLER RISER
W _ —
365 U. °� v- c� o v ROOM. 5EE. SPRINKLER 360
uj l ,� �, fX/S'T1'P( 4 4Mf 360
w .— p � _ � o PLAf�S FOR CONNECTIONS
lu
-s c , v o AgQIT[0MA., INFORMATION
a 3CD
W _ .�..
CD lu
�>�-- o �t 355 �___-- - ��`,= 3�-_ 355
"AS: BUILT I
fX. c3S'S °�
v ± � 9lo A.S. 8" A.
0+00
WTrc- 2�-2 1607
1+00
%LF �V D. I. P
"AS -BUILT INFORMATION
3,
. DATED: 'SEPT. 21, 1994 �� 8"x8" R.S.
350 8 8 R.S.
.P:ROVIDED BY: + 350
ST R .0 51o,. - 'x x l�' TEE WITH fX. 8 1/7X -- _,--:�� 5TA. 0 -40 1 8'x�
H:A N S E N SURVEYING CONC. P LKU*.. I --t" CAP WITH 8" A. + or- TAPPII'lt, TEE
2:500 TALBOT CREST *D,R. S. 696yft /2,D) our _
CONC.15L.K> . (N. END OF TEE)
RENTON; WA 98055-4217_ ....Q� 'J fi 67w--- 5" DATEVALVC WITH
P ONE' i206) 235-8440 �
I,
18612
S�ONAL�
EXPIRES 5/6/ 1w
Z
Q
J
a
or
w
a
3
92-60
PROJECT NO.
DJW _
DRAWN BY
4-22-93
ISSUE DATE
'i-6-93
SHEET REVISION
Ln
X
Q
00-
co
00
rn
Q
3
w
Q
w
V)
. �....._. ,_..... ...... ....,.. 345 � -��� hl.D.wiiknuC oLvlM11114345
2+00 l+pp p+pp
o PACIFIC ENGINEERING DESIGN INC. o civic ENGINEERING AND
PLANNING CONSULTANTS
4