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IMPROVEMENT
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SW 43RC- STREET
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CONNECT TO EXIST CB
LEGEND
EXISTING NEW
CENTERLINE
RIGHT -OF -WAY HNE
- -- -- -
%�CHE�KED FOR COMPLIANCE
POWER
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TELEPHONE
--
FIBEROPTIC
- - - -- _ — --
s -GIST'
SIGNAL INDUCTION LOOP AND /OR STREET LIGHTING CONDUIT
- -
SANITARY SEWER
-- -
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STORM DRAIN
WATER
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SANITARY MANHOLE
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CATCH BASIN
WATER VALWE
POWER /UTILITY POLE
-°
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TRAFFIC SIGNAL PULE
23.38
GROUND ELEVATION
DI
DUCTILE IRON
RCP
REINFORCED CONCRETE PIPE
21 +401 O
/—STA 27 +05 ±02
29 +DO
+20 t O
5 Lk 12" DI SD
COONNECT TO EXIST CB
DRAWING INDEX DESCRIFTION
SHEET 1 COVER SHEET NOTES, LEGEND, SITE MAP, DRAWING INDEX
SHEET 2 PLANS, PROFILES AND DETAILS
GENERAL NOTES:
1. VERTICAL DATUM: N.A.V.D. 1988.
2. 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 OF THE RENTON STANDARD SPECIFICATIONS,
UTILITIES AND SIMILAR FACILITIES.
3. SEE SPECIFICATIONS FOR TRAFFIC CONTROL REQUIREMENTS.
4. CONTRACTOR SHALL NOTIFY THE UTILITIES UNDERGROUND LOCATION
CENTER (1- 800 - 425 -5555) AT LEAST TWO WORKING DAYS PRIOR
TO PERFORMING ANY EXCAVATION. AS DIRECTED BY THE ENGINEER,
CATCH BASIN LOCATIONS MAY NEED TO BE SHIFTED IN THE FIELD
TO ACCOMMODATE UTILITY INTERFERENCES.
5. APPROXIMATE STATIONING IS PROVIDED FOR REFERENCING CATCH
BASIN GRATE IMPROVEMENTS AND CATCH BASIN REPLACEMENTS.
STATION 10 +00 BEGINS AT MANHOLE NO. 1.
CONSTRUCTION NOTES:
<D CURB EXISTING CATCH BASIN FRAME AND GRATE WITH NEW OPEN
CURB FACE FRAME AND GRATE INSTALLATION. SEE DETAIL 2, SHEET 2
AND CITY OF RENTON STANDARD PLANS B017 AND 8018.
02 REPLACE EXISTING TYPE I CATCH BASIN WITH NEW CATCH BASIN
TYPE I WITH NEW OPEN CURB FACE FRAME AND GRATE INSTALLATION.
CONNECT TO EXISTING PIPES.
O3 INSTALL NEW TYPE I CATCH BASIN WITH OPEN FACE FRAME AND
GRATE INSTALLATION. CONNECT TO EXISTING CB WITH 12" DUCTILE
IRON STORM DRAIN. MATCH INVERT ELEVATIONS AT THE EXISTING
STORM DRAIN AND PROVIDE 1% MINIMUM SLOPE TO DRAIN.
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%�CHE�KED FOR COMPLIANCE
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DATE
DATE io-l4- 97
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RECOMMENDED
FOR APPROVAL
BY cei7
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BY
GENERAL NOTES:
1. VERTICAL DATUM: N.A.V.D. 1988.
2. 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 OF THE RENTON STANDARD SPECIFICATIONS,
UTILITIES AND SIMILAR FACILITIES.
3. SEE SPECIFICATIONS FOR TRAFFIC CONTROL REQUIREMENTS.
4. CONTRACTOR SHALL NOTIFY THE UTILITIES UNDERGROUND LOCATION
CENTER (1- 800 - 425 -5555) AT LEAST TWO WORKING DAYS PRIOR
TO PERFORMING ANY EXCAVATION. AS DIRECTED BY THE ENGINEER,
CATCH BASIN LOCATIONS MAY NEED TO BE SHIFTED IN THE FIELD
TO ACCOMMODATE UTILITY INTERFERENCES.
5. APPROXIMATE STATIONING IS PROVIDED FOR REFERENCING CATCH
BASIN GRATE IMPROVEMENTS AND CATCH BASIN REPLACEMENTS.
STATION 10 +00 BEGINS AT MANHOLE NO. 1.
CONSTRUCTION NOTES:
<D CURB EXISTING CATCH BASIN FRAME AND GRATE WITH NEW OPEN
CURB FACE FRAME AND GRATE INSTALLATION. SEE DETAIL 2, SHEET 2
AND CITY OF RENTON STANDARD PLANS B017 AND 8018.
02 REPLACE EXISTING TYPE I CATCH BASIN WITH NEW CATCH BASIN
TYPE I WITH NEW OPEN CURB FACE FRAME AND GRATE INSTALLATION.
CONNECT TO EXISTING PIPES.
O3 INSTALL NEW TYPE I CATCH BASIN WITH OPEN FACE FRAME AND
GRATE INSTALLATION. CONNECT TO EXISTING CB WITH 12" DUCTILE
IRON STORM DRAIN. MATCH INVERT ELEVATIONS AT THE EXISTING
STORM DRAIN AND PROVIDE 1% MINIMUM SLOPE TO DRAIN.
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GENERAL NOTES:
1. VERTICAL DATUM: N.A.V.D. 1988.
2. 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 OF THE RENTON STANDARD SPECIFICATIONS,
UTILITIES AND SIMILAR FACILITIES.
3. SEE SPECIFICATIONS FOR TRAFFIC CONTROL REQUIREMENTS.
4. CONTRACTOR SHALL NOTIFY THE UTILITIES UNDERGROUND LOCATION
CENTER (1- 800 - 425 -5555) AT LEAST TWO WORKING DAYS PRIOR
TO PERFORMING ANY EXCAVATION. AS DIRECTED BY THE ENGINEER,
CATCH BASIN LOCATIONS MAY NEED TO BE SHIFTED IN THE FIELD
TO ACCOMMODATE UTILITY INTERFERENCES.
5. APPROXIMATE STATIONING IS PROVIDED FOR REFERENCING CATCH
BASIN GRATE IMPROVEMENTS AND CATCH BASIN REPLACEMENTS.
STATION 10 +00 BEGINS AT MANHOLE NO. 1.
CONSTRUCTION NOTES:
<D CURB EXISTING CATCH BASIN FRAME AND GRATE WITH NEW OPEN
CURB FACE FRAME AND GRATE INSTALLATION. SEE DETAIL 2, SHEET 2
AND CITY OF RENTON STANDARD PLANS B017 AND 8018.
02 REPLACE EXISTING TYPE I CATCH BASIN WITH NEW CATCH BASIN
TYPE I WITH NEW OPEN CURB FACE FRAME AND GRATE INSTALLATION.
CONNECT TO EXISTING PIPES.
O3 INSTALL NEW TYPE I CATCH BASIN WITH OPEN FACE FRAME AND
GRATE INSTALLATION. CONNECT TO EXISTING CB WITH 12" DUCTILE
IRON STORM DRAIN. MATCH INVERT ELEVATIONS AT THE EXISTING
STORM DRAIN AND PROVIDE 1% MINIMUM SLOPE TO DRAIN.
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A
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SCALE 1"=5'
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E° CRUSHED SURFACING
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RUN GRAVEL USED
SEE NOTE 3
MAXIMUM PAY WIDTH
FOR BACKFILL TRENCH
'E OD ORf PIPEOD -OFF
-O" MAX r 131 O MAX
\f `;
OD OF PIPE
2' -0"
S.W. 43RD STREET DWG. N0.
DRAINAGE IMPROVEMENTS
SHEET
PLAN, PROFILE AND DETAILS 2 OF 2
OPEN CURB FACE FRAME
AND GRATE, SEE CITY OF
RENTON DETAIL 8018 -�
ACP
SEE CIT' STD PLANS
H032 A:,D H032A
,fw
- TRENCH B CKFILL
(CDF OR B%NK RUN GRAVEL
PER SPECIFICATIONS)
BEDDING MATERIAL I NOTE
FOR RIGID PIPE o X = 1 FOR PIPE < 42 ",
o,` 2 FOR PIPE > 42"
GRAVEL BACKFILL FOR
FOUNDATIONS WHEN SPECIFIED
`s
TYPICAL TRENCH SECTION WITHIN ROADWAY LIMITS
NO SCALE
EXISTING FACE OF CURB
;01 ♦ *i
1. EXISTING FEATURES SHOWN WERE DEVELOPED FROM
RECORD DRAWINGS AND WERE SUPPLEMENTED IN HE
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 BACKFILL
SHALL ALSC APPLY TO MANHOLES AND CATCH BASINS USING
OUTSIDE DIMENSION (OD) OF MANHOLES /CATCH BASINS IN
PLACE OF PIPE OD.
4 of WAS �S
�4��G �
err rL F,w'
EXPIRES: 12 -04 -98
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20
1
-5 IS F�
2�4ff �2
RECONNECT EXIST
a
4' SIDEWALK DRAINS
I
EXISTING TYPE 2
-
48" CB
- REPLACE EXIST FLAT
VARIES _
SLAB COVER WITH
NEW COVER. FIELD
VERIFY OPENING TO
ALIGN WITH OPEN CURB
FACE FRAME OPENING.
DETAIL 2
NO SCALE 1
;01 ♦ *i
1. EXISTING FEATURES SHOWN WERE DEVELOPED FROM
RECORD DRAWINGS AND WERE SUPPLEMENTED IN HE
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 BACKFILL
SHALL ALSC APPLY TO MANHOLES AND CATCH BASINS USING
OUTSIDE DIMENSION (OD) OF MANHOLES /CATCH BASINS IN
PLACE OF PIPE OD.
4 of WAS �S
�4��G �
err rL F,w'
EXPIRES: 12 -04 -98
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20
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