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CEMENT CONCRETE
CURB AND GUTTER
3/8' PREMOLDEO JOINT FILLER
1' 6'
5' -0' R 5' -0' R.
5' -0' R. 5' -0" R.
4' -8 1/C s' 5' 4 - 8 1/4"
CATCH BASIN FRAME AND GRAZE
CUTTER PAN (NOT INCLUDED IN BID ITEM)
PLAN VIEW
CATCH BASIN GUTTER PAN
2• -8.
SLOPE CUTTER PAN
DOWN TO FRAME
"MDMAM 1/2' R. OP OF
1/2" R. /- ROADWAY
1
VARIES
ADJUSTMENT SECTION
(NOT INCLUDED IN BID ITEM)
° CATCH BASIN OR INLET
(NOT INCLUDED IN BID ITEM)
SECTION 1 A 1
5 1/2' 1-
1/2' R. � 1' R. � MATCH
/ /' ROADWAY
SLOPE
1/2" R.
ROADWAY
VARIES
SECTION O
CEMENT CONCRETE
CURB AND GUTTER PLAN
SHEET 1 OF 1
GtiRY p� ADOPTED
CITY OF RENTON
STANDARD PLANS
LIST DATE: 04/04
DATE I REVISION I BY APPR'D DWG. NAME: F001 SP PAGE: F001
SIMICRIRE
VERIM'c CURB
VARIES
FRAME AND GRATE OR
E TABLE
COVER
RK,' M
SIDEWALK OR
TO FLOW LINE
LANDSCAPING
PAVING
-0.22'
j(AT
0.46'
THRU CURB
ADJUSTMENT SECTION
....
(LEVELING BRICKS OR
jr
GRADE RINGS OPTIONAL).
1.46'
N/A
of
I
TYPE 2 -54'0
2.03'
0.86'
TYPE 2 -54'0
STORM DRAIN STRUCTURE
N/A
PER PLAN
OF
STRUCTURE
2.28'
NDTE
CONTRACTOR TO VERIFY TABULATED DIMENSIONS WITH
SUPPLIER PRIOR TO CONSTRUCTION.
IF DIMENSIONS
VARY FROM THOSE GIVEN, CONTRACTOR TO ADJUST
STRUCTURE OFFSETS TO COMPENSATE
SIMICRIRE
VERIM'c CURB
ROLLED CURB
LENGTH AS
CL STRUCTURE
q STRUCTURE
45' ELBOW
0 FLOW LINE
TO FLOW LINE
TYPE 1
0.78'
-0.22'
TYPE 1
0.46'
N/A
THRU CURB
TYPE 2 -48'0
1.78'
0.61'
TYPE 2 -48 "0
1.46'
N/A
THRU CURB
TYPE 2 -54'0
2.03'
0.86'
TYPE 2 -54'0
1.71'
N/A
THRU CURB
TYPE 2 -60 "0
2.28'
1.11'
TYPE 2 -60'0
1.96'
N/A
THRU CURB
TYPE 2 -72'0
2.78'
1.61'
TYPE 2 -72 "0
2.46'
N/A
THRU CURB
TYPE 2 -84'0
3.28'
2.11'
TYPE 2 -84 "0
2.96'
N/A
THRU CURB
c
TYPE 2 -96'0
3.78'
2.61'
TYPE 2 -96 "0
3.46'
N/A
THRU CURB
CATCH BASIN CURB OFFSET DETAIL
SCALE: 1" = 2'
MIN. 6" SIDEWALK
VARIES -CON - 0" MIN.
(SEE CONTRACT)
1/2" R. (TYP.)
2- 7
8"
SEE RAISED 1/4" PREMOLDED _
EDGE DETAIL JOINT FILLER
CEMENT CONCRETE SIDEWALK
WITH RAISED EDGE
SLOPE ROUNDING VARIES (SEE CONTRACT)
WHEN SPECIFIED SIDEWALK MAY BE ADJACENT
IN CONTRACT TO A WALL (SEE DETAIL)
SIDEWALK
VARIES - 6' - 0" MIN.
(SEE CONTRACT)
1/2" R. (TYP.)
LL' 2% a1
SEE CURB FACE DETAIL -
MONOLITHIC CEMENT CONCRETE
CURB AND SIDEWALK
SLOPE ROUNDING ti VARIES (SEE CONTRACT)
WHEN SPECIFIED SIDEWALK MAY BE ADJACENT
IN CONTRACT TO A WALL (SEE DETAIL)
SIDEWALK
VARIES - 5' - 0" MIN.
(SEE CONTRACT)
1/2" R. (TYP.)
CEMENT CONCRETE SIDEWALK
ADJACENT TO BUFFER STRIP
A
BUFFER STRIP
ES- 3' -0"
CURB NOT
INCLUDED
IN BID ITEM
CURB NOT
INCLUDED
IN BID ITEM
CEMENT CONCRETE SIDEWALK
SHEET 2 of 3
ADOPTED
CITY OF RENTON
STANDARD PLANS
IST DATE: 04/04
DWG. NAME: F005 -1 SP PAGE: F005.1
STANDARD 3/8" FULL
THICKNESS FULL DEPTH NOTES
EXPANSION JOINT (TYP)
1.ALL JOINTS SHALL BE CLEANED AND EDGED.
O
S/O 0, 0 G 4)• 2. SEE SECTION 4.01 FOR SURFACING
30.` REQUIREMENTS
90� 0• 3. CONCRETE PAVEMENT SHALL BE BRUSHED
TRANSVERSELY A FIBER WIRE BRUSH OF
a A TYPE APPROVED ED BY THE ENGINEER.
�? P 4.3/8' THRU EXPANSION JOINTS SHALL BE PLACED
AT BACK, SIDES AND FRONT. MAXIMUM
POINT A. EXPANSION JOINT SPACING IS 14' CENTER TO
�SS'TTAADESIGN 5 5.SEE SECTION 3.01 FOR ADDITIONAL DRIVEWAY
REQUIREMENTS.
FLOW LINE
SEE NOTE 6 J/
AND DETAIL 1
B• CONCRETE
DRIVEWAY APPROACH DETAIL SIDEWALK . FLOW LINPv
THICK MIN.
FOR JOINT SEE
4" HMA CLASS 1/2" DETAIL4 1 AND 2 _
PG 64 -22 OVER 6" 5" CEMENT CONCRETE
COMMERCIAL HMA DRIVEWAY APPROACH
CLASS 1" PG 64 -22
3/8" THRU
EXPANSION JOINT
DETAIL 1 (VERTICAL CURB)
INMr;X ! J
SUBGRADE J 4" CSBC
SECTION A -A
DRIVEWAY APPROACH DETAIL
NOT TO SCALE
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH PERMIT CONDITIONS, CITY OF
RENTON STANDARDS, WASHINGTON STATE DOT (WSDOT) STANDARD SPECIFICATIONS
AND THE CONDITIONS OF PRELIMINARY APPROVAL. R SHALL BE THE SOLE
RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO
CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS
FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST
OR LIABILITY TO KING COUNTY.
2. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT
CONSTITUTE AND APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER
CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.)
3. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION
MEETING MUST BE HELD BETWEEN THE DDES'S LAND USE INSPECTION SECTION,
THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE.
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
5. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOUSE OF 7 A.M. TO
7 P.M. MONDAY THROUGH SATURDAY AND 10 A.M. TO 5 P.M. ON SUNDAY,
UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE REVIEWING
AGENCY.
6. IT SHALL BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL
CONSTRUCTION EASEMENT'S NECESSARY BEFORE INITIATING OFF -SITE WORK.
EASEMENTS REQUIRE REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
7. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE
APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF
PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO
THE DDES'S LAND USE INSPECTION SECTION THREE DAYS PRIOR TO
CONSTRUCTION.
8. DATUM SHALL BE KCAS UNLESS OTHERWISE APPROVED BY DDES.
9. DEWATERING SYSTEM (UNDERDRAIN) CONSTRUCTION SHALL BE WITHIN A
RIGHT -OF -WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE
ROADWAY SECTION. ALL UNDERDRAIN SYSTEMS MUST BE CONSTRUCTED IN
ACCORDANCE WITH WSDOT STANDARD SPECIFICATIONS.
10. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND
COMPACTED TO 95% DENSITY, STANDARD PROCTOR.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS,
SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED
ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO
PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED
BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY
INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR
EACH LANE OF TRAFFIC AFFECTED. MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) SHALL APPLY. WORK IN RIGHT -OF -WAYS IS NOT AUTHORIZED
UNTIL A TRAFFIC CONTROL PLAN IS APPROVED BY CITY OF RENTON.
6 "0 45'
6 "0 S.D. -
VERIFY SLOPE
WITH PLANS
AND INVERTS
2" ASPHALT CONCRETE (AC) —
4" CRUSHED ROCK BASE (CRB)
SUB GRADE —�—
6 "0 CAP
FLUSH WITH GRADE
—EXISTING OR PROPOSED GRADE
6 "0
S.D. TO
SURFACE
LENGTH AS
REQUIRED
6.0
45' ELBOW
6 "0
S.D.
LENGTH AS
REQ'D.
END
PLUG
NOTE: CLEANOUT MUST BE DETECTABLE BOTH ABOVE
AND BELOW FINISH GRADE
6 "0 (S.D.) CLEANOUT
NOT TO SCALE
v
ALTERNATE PAVEMENT SECTION:
2" ASPHALT CONCRETE (AC) OVER 4" OF ASPHALT TREATED BASE (ATB)
PAVEMENT SECTION
NOT TO SCALE
R- 369912
CID; R - 36591
...........__..
REVISIONS
NO.
DESCRIPTKIN
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BY
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408 NO.:
1320 - 005 -008
DWG. NAME:
NT -01
DESIGNED BY:
LGB
DRAWN BY:
JJH
CHECKED
BY:
DATE:
W /06/2013
DATE OF
PRINT:
DTy -01
1 2 OF 1 7 SHEETS