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SCALE: 1" =2)0' HC)RIZ. 1"= 5' VERT
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PLAN
DETAIL
SCALE: 1"=5' 2
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SI ZE
AS NOTED
I
RCP
H 2
?O" DIA MH
EX 54" RCP
STANDARD PRECAST
MANHOLE SECTIONS,
SEE TYPICAL DETAILS
DRAWING B028
EX 54" RCP
..............................
II
II
II
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II
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........................
- - -
— MORTAP Fli_L
- - - - -
- - -
ALL AROUND
OR CAST IN PLACE
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0
Z
FOUNDATION SLAB.
9
o
FOUNDATION PREPA-
MIN
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RATION AND BEDDING
IN ACCORDANCE WITH
SECTION
KA
SPECIFICATIONS
SCALE: 1 "-5'
2
MAXIMUM PAY WIDTH
FOR ACP TRENCH PATCH
SEE NOTE 3
MAXIMUM PAY WIDTH
2'-0" FOR BACKFILL TRENCH
PIPE OD OR PIPE OD OR
3'-0" MAX 3'-0" MAX
E" CRUSHED SURFACING
TOP COURSE IF BANK j
FUN GRAVEL USED J
0*21 OD OF PIPE
2'- 0"
S.W. 4�RD STREET
DRAINAGE IMPROVEMENTS
PLAN, PROFILE AND DETAILS
DWG. N0.
r- EXISTING FACE OF CURB
OPEN CURB FACE FRAME
AND GRATE, SEE CITY OF
RENTON DETAIL B018
a
SHEET
2OF2
a RECONNECT EXIST
a 4" SIDEWALK DRAINS
a
:
F
a a
------ EXISTING TYPE 2
48" CB
VARIES
REPLACE EXIST FLAT
SLAB COVER WITH
NEW COVER. FIELD
VERIFY OPENING TO
ALIGN WITH OPEN CURB
FACE FRAME OPENING.
DETAIL 2
NO SCALE 1
ACP
SEE CIT" STD PLANS
H032 A:,D H032A
1' TYP
TRENCH BA CKFILL
(CDF OR B '`,NK RUN GRAVEL
PER .SPECi� (CATIONS)
BEDDiNG MATERIAL —
FOR RIGID PIPE o
O,
GRAVEL BACKFILL FOR °p
FOUNDATIONS WHEN SPECIFIED --�
TYPICAL. TRENCH SECTION WITHIN ROADWAY LIMITS
l[6=006]Gj1t:
N OTIF
X = 1 FOR PIPE < 42",
2' FOR PIPE > 42"
274D902
NOTES:
1. EXISTING FEATURES SHOWN WERE DEVELOPED FROM
RECORD DRAWINGS AND WERE SUPPLEMENTED IN THE
IMMEDIATE VICINITY OF THE PROPOSED WORK WITH LIMITED
AND APPROXIMATE FIELD MEASUREMENT OF SURFACE FEATURES.
SEE SECTION 1-07.17 0�:' THE RENTON STANDARD SPECIFICATIONS,
UTILITIES AND SIMILAR FACILITIES.
2. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT OF
TRAFFIC SIGNAL CONDUIT TO MAINTAIN TRAFFIC SIGNAL
OPERATION AT ALL TIMES THROUGHOUT THE PROJECT.
3. MAXIMUM PAY WIDTH FOR ACP TRENCH PATCH AND BAGKF ILL
SHALL ALSO APOLY TO MANHOLES AND CATCH BASINS USING
OUTSIDE DIMENSION (OD) OF MANHOLES/CATCH BASINS IN
PLACE OF PIPE OD.
�L S .
wpF 11
v�I�NAL F'�V�
EXPIRES: 12-04-98
SCANNFID N&I - s 1998