HomeMy WebLinkAboutR-398015PT
TC
480.74
TC
480.50 BC
480.24
BC
480.00
TC 479.50
BC 479.50
TC
479.80
. 480.18
BC
479.30
480.10
480.26 481.01
480.18 -
480.27
PC
TC
479.55
479 $2
BC
479.05
RAMP GRADING DETAIL
1 "=5'
EXISTING ASPHE
PAVEMENT
SAWCUT
(SEE NOTE 2)
7" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM I
4" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER,
2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
4
STD. PLAN - 103
* PUBLIC WORKS CURB AND GUTTER PPRO D:
DEPARTMENT REPLACEMENT DETAIL y
ATE
ASPHALT PATCH
NTS
coterra
ENGINEERING PLLC
321 3rd Ave South, Suite 307
Seattle, Washington 98104
ph 206.596.7115
coterraengineering.com
COMPACTED SUBGRADE
NOTE: ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
PER PLANS PER PLANS
-5" MIN DEPTH PERVIOUS CONCRETE
SIDEWALK (PC)ETE
6" AGGREGATE DISCHARGE SUBBBASE,
WSDOT/APWA GSP 4-04.2 GRAVEL BASE,
SEE SPEC
CROSS SLOPE PER PLAN
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER UTILITY
rstraka 06/20/2017
DEVELOPMENT ENGINEERINGDO
Brianne Ban nwarth 06/22/2017
EE NOTE 5
6 THICKENED EDGE AT PC SIDEWALK GEOTEXTILE BOTTOM
LIMITS OF VEHICULAR AND SIDES
PAVING (NOT REQ. WHERE COMPACTED SUBGRADE TO 90-92% SCARIFY TOP SURFACE
PVMT ABUTS CURB) NOTES: PRIOR TO PLACEMENT OF GEOTEXTILE PER APWA GSP
1, WHERE PERVIOUS CONCRETE SIDEWALK IS WITHIN THE CRITICAL ROOT ZONE OF TREES TO SAVE
REDUCE AGGREGATE DISCHARGE SUBBBASE TO 2".
2. DEPTHS SHOWN FOR PAVEMENT SECTION ARE COMPACTED DEPTHS.
3. AT DRIVEWAYS THICKENED EDGE OF SIDEWALK ON EACH SIDE OF DRIVEWAY PER TRANSITION
ABOVE.
4. OWNERS GEOTECHNICAL ENGINEER TO REVIEW SUBGRADE PREPARATION PRIOR TO PLACEMTN OF
PC GEOTEXTILE.
5. EXTEND PC SIDEWALK GEOTEXTILE ABOVE PAVEMENT. AFTER PAVEMENT IS CURED AND
ADJACENT FINISHED GRADE IS STABLIZED, CUT GEOTEXTILE AT FINISHED GRADE. (TYP.)
6. SEE SHEET C2 FOR PERVIOUS CONCRETE SPECIFICATIONS.
APPHALT CONCRETE PAVEMENT - PRIVATE ONLY
NTS
Q�VSPNTS DRgI/(.�, r
d`
RENTON
AHEAD OF THE CURVE
n '
DRAIN
PLAN VIEW
1;7 [13mm] LETTERING
SOLTHOLES-3 PLCS EQUALLY SPACED 12a'
APART ON 23 1,
!16" (586mm) DIA B.C.
DIA PICKHOLE
1 V4" 132mm1 LETTERING
25" DIA.
[636-1 t'
17
1
374'
I 119mm]
I 8 3/'r 21?
TYP
COVER SECTION VIEW
26 V2" DIA
[673mm]
25 1/4"DIA
[641mm] t tn8•
va" (6mm) DIA lml
NEOPRENE GASKET
-� B
]162nn]
618. 23 3/8" DIA CL OPEN
[16mm] [594mm]
27 5/16' DIA
[694mm]
3418" DIA
[867mm]
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
BIB"-11 X I.5 SS
RUBBER WASHER
EON BOLTING DETAIL
[6mm]
127mm]
1!8"
[3mmi
1/8•
[R3mm]
GASKET GROOVE DETAIL
NOTES
ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRONWORKS INC. Na 3717C1
OR APPROVED EQUAL.
PUBLIC WORKS STORM ROUND FRAME AND COVER' PLAN - 204'50
•' DEPARTMENT
FNZ MARCH 2O08
SOLID ROUND FRAME AND COVER
SHARED DRIVEWAYS
CITY COMMENTS
CITY COMMENTS
CITY COMMENTS
REVISION
PERVIOUS CONCRETE SIDEWALK
NTS
O 4 D
SLOT - SEE DETAIL
Of AND NOTE 1
U .
1"OPENING TYP.)
UU
m
H
O O
TFALL TO STREA DU P ND POLLUTANT
.SDP 3/8' (9mm) RECESSED
LETTERING
NOTES
1 Provide two slots in the grate that are vertically aligned with the holes in the frame.
Location of bolt -down slots varies among different manufacturers.
2. Refer to Standard Specification 9-05.15(2) for additional requirements.
3. The thickness of the grate shall not exceed 1 5/B".
4. Unless otherwise specified, vaned grates shall be used with standard frame
in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
o
0
0
O
O
a
0
BOLT -DOWN SLOT DETAIL
ISOMETRIC SEE NOTE 1
PUBLIC
vvSTD. PLAN t/�L��� PUBLIC WORKS RECTANGULAR - .40
��- $ DEPARTMENT HERRINGBONE GRATE
FNTo MARCH 2O08
HERRINGBONE GRATE - PRIVATE ONLY
SURVEYED:
MB
3 29 17
PA
DESIGNED: MB
MB
9 09 16
PA
MB
81516
PA
°R°W"` MB
MB
7/07/16
PA
CHECKED:
PA
BY
DATE
APPR
APPROVED:
SCALE:
1 u_ 1 Of HOR ZONTAL NAD D 983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
4
4-04.2 GRAVEL BASE (APWA GSP)
PERMEABLE BALLAST
PERMEABLE BALLAST SHALL MEET THE REQUIREMENTS OF SECTION 9-03.9(1) FOR
BALLAST EXCEPT FOR THE FOLLOWING SPECIAL REQUIREMENTS.
THE GRADING AND QUALITY REQUIREMENTS ARE:
GRADING NO. 1 GRADING NO. 2 (AASHTO NO. 3)
SIEVE SIZE PERCENT PASSING SIEVE SIZE PERCENT PASSING
2-1/2" 99-100 2-1/2" 100
2" 65-100 2" 90-100
i" 40-80 1-1/2" 35-70
NO. 4 0-5 1" 0-15
NO. 100 0-2 0-5
%FRACTURE 95 NO. 100 0-3
ALL PERCENTAGES ARE BY WEIGHT. % FRACTURE 95
THE SAND EQUIVALENT VALUE AND DUST RATIO REQUIREMENTS DO NOT APPLY.
LOS ANGELES WEAR, 500 REV. 30% MAXIMUM
DEGRADATION FACTOR 30 MINIMUM
THE FRACTURE REQUIREMENT SHALL BE AT LEAST TWO (2) FRACTURED FACES AND
WILL APPLY TO THE COMBINED AGGREGATE RETAINED ON THE NO. 4 SIEVE IN
ACCORDANCE WITH WSDOT FOP FOR AASHTO T 335.
THE MINIMUM VOID RATIO OF THE AGGREGATE SHALL BE 30 PERCENT AS
DETERMINED BY AASHTO T 19.
PERMEABLE BALLAST MATERIAL MAY BE CONDITIONALLY APPROVED BASED ON
CONTRACTOR SUBMITTED SAMPLED MATERIALS PRIOR TO DELIVERY TO THE SITE.
FINAL ACCEPTANCE WILL BE BASED ON CONFORMANCE TESTING COMPLETED ON
MATERIAL THAT HAS BEEN DELIVERED, INSTALLED, AND COMPACTED ON SITE. THE
EXACT POINT OF ACCEPTANCE WILL BE DETERMINED BY THE ENGINEER. MATERIAL
OUT OF CONFORMANCE WITH THE PROJECT SPECIFICATIONS WILL BE REMOVED AND
REPLACED AT THE CONTRACTOR'S EXPENSE.
TOP
O
E DETAIL AND NO I a,
AND NOTE
J N Ib
h
SECTION a0
NOTES
c
ya•
t tµ•
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
Provide two slots in the grate that are vertically aligned
1. with the holes In the frame. Location of bolt -down slots varies
among different manufacturers.
IsomLr IC
2. Refer to Standard Specifcaton9-05.15(2)for additional requirements.
3. Use only on sags and vertical curbs locations.
4. Unless otherwise specified, vaned grates shall be used with standard frame
in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
- PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL STD. PLAN 204.30
DEPARTMENT VANED GRATE
eMARCH 2O08
VANED GRATE DETAIL
CONSTRUCTION PERMIT SUBMITTAL
DATE:
CITY OF LIMELITE SHORT PLAT FlELD3/29/17
RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAGE:
DRAWING NO:
Planning/Building/Public Works Dept. CML DETAILS C15
R-398015