HomeMy WebLinkAboutR-397127Z
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10' UTILITY 11.5' EXISTING
EASEMENT RZW ADDITIONAL R/W R/W
2$ 8' S/W i8' PLANTER
I I 0.5'
4' 1 M 1 .5%
qX I (MAX.) I 1.5%
SLOPE PLANTER STRIP 3:1
FROM STA. 4+65.00 TO
STA. 6+55.05
CEMENT CONCRETE VERTICAL -
CURB & GUTTER
60' EXISTING R/W
23' CL
20'f EXISTING PAVEMENT
5'
8' PARKING BIKE LANE 10' TRAVEL LANE
0.5'
2.0%
MAX.)
SAWCUT
PAVING SECTION:
7" HMA (OR ACP CLASS B)
(MUST MATCH EXISTING
THICKNESS IF GREATER)
OVER 6" CRUSHED ROCK
S 132 N D ST
SECTION A -A
COLLECTOR ARTERIAL (FACING EAST)
SCALE: 1 "=6'
10' UTILITY
EASEMENT -1- 53'
I 8 �
i 5 S/W PLANTER 13' PAVING
0.5' 8' 1 5'
i
4' 1 1.5%
MqX. I (MAX.2.0%) .... (MAX.) 1
SEE PAVEMENT J
SECTION DETAIL
THIS SHEET
PROPOSED
SEWER
10' UTILITY R/W
EASEMENT
EXISTING
1-1/2" GRIND & OVERLAY
FULL STREET WIDTH W/HOT
MIX ASPHALT CLASS 1 /2",
PG 58-22
8 -I-
13' PAVING PLANTER 5 S/W i
3' MIN. �Q1
COVER
ROAD A
SECTION B-B
SCALE: 1 "=6'
29'
0.5' S' S/W 14' PAVING
so
0.5' 8'
41 (MAX.) 2.0%
(MAX.)
7 SEE PAVEMENT
SECTION DETAIL
THIS SHEET
PROPOSED
SEWER
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
1 5'
I
3' MIN.
COVER
10' UTILITY
EASEMENT
0.5'
i
,(MAX.) I 4:
2.0%
(MAX.) 1 M
q X.
CEMENT CONCRETE VERTICAL
CURB & GUTTER
- PROPOSED
WATER PROPOSED
STORM
R/W 10' UTILITY
EASEMENT
14' PAVING 5' S/W 0.5'
1 0.5'
1 %
1
5
ROAD A
SECTION C-C
SCALE: 1 "=6'
2.0% (MAX.)
(MAX.) 4 1 Mq
X.
CEMENT CONCRETE VERTICAL
CURB & GUTTER
- PROPOSED
WATER PROPOSED
STORM
4' MIN. 4' MIN. I TUCK
CUTINI DWY 10 PAVING 10, PAVING DWY I UNDER
I I UNIT
5 5
2.0% 2.0%
I VARIES (MAX.) (MAX.) VARIES
SEE PAVEMENT
3' MIN. SECTION DETAIL
COVER THIS SHEET
PROPOSED PROPOSED
WATER PROPOSED SEWER
STORM
ALLEY
SECTION D-D
SCALE: 1 "=6'
DOES NOT NCEUDE
ASBU ET NEORMAT ON
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
PROPOSED
NEW I R/W
i
rI
I
2,
I
8' S/W
1 .5%
I _(MAX.)
A, MPX' PROPOSED
SIDEWALK
SLOPE PLANTER STRIP 5:1 FROM
STA. 7+53.48 TO STA. 8+55.12 &
STA. 12+83.98 TO STA. 13+ 1 1 .33
8' PLANTER
0.5'
VARIES CL
(24'-31)
I
EXISTING CEMENT CONCRETE VERTICAL
CURB & GUTTER TO REMAIN. AT
LOCATIONS WHERE CURB IS TO BE
REPLACED, SAWCUT 12" BEYOND NEW
GUTTER EDGE, INSTALL CURB &
GUTTER, PAVE GAP WITH 4" CLASS
1 /2" HMA OVER 8" CSTC, AND SEAL
PAVING JOINT WITH EMULSIFIED
ASPHALT SEALER
I
5.0%
EXISTING SIDEWALK
TO BE REMOVED
RENTON AVE S
SECTION E-E
MINOR ARTERIAL (LOOKING NORTHWEST
SCALE: 1 "=6'
PUBLIC PRIVATE
4'$ CLASS 1 /2" HOT MIX
ASPHALT (HMA)
2" CRUSHED SURFACING
TOP COURSE
4" CRUSHED SURFACING
BASE COURSE
COMPACTED SUBGRADE TO 95% OF
THE MODIFIED PROCTOR MAXIMUM
DRY DENSITY (ASTM D 1557)
PAVEMENT SECTION
NO. I REVISION
NOT TO SCALE
CLEANOUT, TYP.
A
g�
CATCH BASIN -AREA DRAIN
B
TEE B
Z
PROPERTY LINE
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MIN.
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If m K
.-.s.�.; ..,
5'MIN.
3,MIN.
PRIVATE, JOINT USE UTILITY EI
4
w
CLEANOUT 1MTH
- PERMANENTCAP
CATCH BASIN - AREA DRAIN
SECTION A,A
ALIGN PIPE TOPS, OR
PLACE ROOF DRAIN
HIGHER.
XMIN, VARIES
0
2'MIN. COVER OVER
COLLECTOR LINE
PLACE CLEANOUT AT 800' MAX SPACE, AT 9V BENDS,
EACH 2ND 45' BEND, $ECTION B-B
PIPE ENDS
NOTE:
MIN. PIPE SIZE 6"0
PIPE MATERIALS ALLOWED: PVC, LINED CPE, TRIPLE WALL
POLYETHYLENE, DI (IF NEEDED FOR STRENGTH).
3'$ CLASS 1 /2" HOT MIX
ASPHALT (HMA)
2" CRUSHED SURFACING
TOP COURSE
2" CRUSHED SURFACING
BASE COURSE
--OMPACTED SUBGRADE TO 95% OF
THE MODIFIED PROCTOR MAXIMUM
DRY DENSITY (ASTM D1557)
CAP, AND WHERE
CLEANOUT IS IN
PAVEMENT: IRON RING 8
COVER PER IFO0;247
OR EQUIVALENT
45- BEND
PERMANENT CAP OR CONNECT PIPE
L 4V WYE
TEE, CROSS, OR 45- WYE AT BENDS
CLEAN -Our DETAIL
TEMPORARY CAP ON END OF ROOF DRAIN STUB,
MARKED BY 2W STAKE
Y STD. PLAN - 225.10
4 � � PUBLIC WORKS TYPICAL PRIVATE ROOF DRAIN
DEPARTMENT COLLECTION SYSTEM
t CROSS SECTION MARCH 2O08
ESM 08/30/17 SURVEYED:
ESM 11/15/17 DESIGNED:
ESM 01/03/18 PDG
DRAWN:
DCL
CHECKED:
BY I DATE I APPR I APPROVED
SCALE: KS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
GENERAL NOTES
1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING COUNTY
ROAD STANDARDS (KCRS), KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) AND THE
CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT 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 THE CITY OF RENTON.
2.
THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE CITY OF
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RENTON. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PLAN REVIEWER.
ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY
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THE CITY OF RENTON PRIOR TO CONSTRUCTION.
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3.
APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF
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ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS,
ELECTRICAL, ETC.).
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4.
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE
HELD BETWEEN THE CITY OF RENTON, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION
..
(,
REPRESENTATIVE.
5.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
6.
ENVIRONMENTAL NOISE LEVELS SHALL BE LIMITED IN ACCORDANCE WITH WAC 173-60-040 AND
KING COUNTY CODE (SECTION 12.86); NORMALLY, THIS IS 7 A.M. TO 10 P.M. ON WEEKDAYS AND 9
A.M. TO 10 P.M. ON WEEKENDS.
7.
IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION
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EASEMENTS NECESSARY BEFORE INITIATING OFF SITE WORK WITHIN THE ROAD RIGHT-OF-WAY.
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8.
FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS
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SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL
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REQUIREMENTS OF THE CITY OF RENTON IS SUBMITTED TO CITY INSPECTION SECTION THREE DAYS
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PRIOR TO CONSTRUCTION.
0
9.
DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY CITY OF RENTON.
I
10.
GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE
DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS
MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION B15.02 OF THE APWA STANDARD
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SPECIFICATIONS.
11.
ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY.
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12.
ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT
2-06.5).
13.
OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE
CITY OF RENTON AND NOTED ON THESE APPROVED PLANS.
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14.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY
DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE
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LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE
PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED
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RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE
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FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, "TRAFFIC CONTROL," OF THE
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WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY.
ELEVATION
SERVICE DR/
V LL/11VVV I
PLAN 1
(FOR 900 BEND)
CLEAN -OUT DETAILS
CLEANO
L DRAIN
WYE
VICE TEE
PLAN 2
FOR LOT SERVICE
NOT TO SCALE
eanout Detc .'
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
VERTICAL: NAVD 1988
• [% IC T Y 0
HORIZONTAL: NAD 1983/183/1991
;R
RENTON
DATU M
Planning/Building/Public Works Dept.
EARLINGTON TOWNHOMES
ROAD CROSS SECTIONS & DETAILS
UTILITY PERMIT #
01/03/18
FIELDBOOK:
PAGE:
DRAWING NO:
DT- 01
SHEET: OF:
27 55
R-397127