HomeMy WebLinkAboutR-372407F-
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GRADING KEY NOTES
CAST IN—PLACE CONCRETE RETAINING WALL C4 2
06 RETAINING WALL TO REMAIN
G EXIST CONCRETE 20 10 0 20 40
A
SCALE IN FEET DA CURB RAMP
IDE SETBA C IK LINE
EA _SE1IIEAI T
SEE NOTE 81
— T7 SS
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$ 7===== T 37 Q_
ILOT_=R I 377.98
GRADING PLAN
SCALE: 1" = 20'
42�_
42.10
42.10
mml:m�
0 ADA SIDEWALK
O ADA PARKING. 1.5% MAX SLOPE IN EACH DIRECTION IN ADA
PARKING AREA.
INSTALL DETECTABLE WARNING SURFACE TRUNCATED DOMES
CONCRETE STAIRS
CONCRETE DECORATIVE WALL
O TRASH ENCLOSURE
CONCRETE SWALE
GRADING NOTES
1. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION
AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE
RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT AND ADDENDUMS BY
TERRACON CONSULTANTS, INC.
2. FOLLOW THE INSTRUCTIONS OF GEOTECHNICAL ENGINEER FOR EXCAVATION OF THE
DETENTION TANKS, RETAINING WALL.
3. PROPOSED CONTOURS ARE APPROXIMATE AND SHOULD NOT BE USED FOR CONSTRUCTION
STAKING. ONLY SPOT ELEVATIONS SHOULD BE USED FOR STAKING.
4. SEE SHEET C4.1 FOR DRIVE THRU PROFILE AND C7.1 FOR ALIGNMENT CONTROL.
5. ALL SPOT ELEVATION ON ASPHALT PAVEMENT ARE THE TOP FINAL ELEVATIONS.
6. ALL SPOT ELEVATIONS ALONG THE CURBS ARE THE FLOW LINE ELEVATIONS UNLESS
DESCRIBED OTHERWISE.
7. SIDE WALKS & CROSS—WALK AREAS HAVE A 1.5% MAX. CROSS—SLOPE AND 4.5% MAX.
SLOPE IN DIRECTION OF TRAVEL.
B. ADA RAMPS HAVE A MAXIMUM SLOPE OF 1:12 IN DIRECTION OF TRAVEL.
9. ALL LANDINGS FOR STAIRS OR RAMPS ARE SLOPED AT 1.5% MAX. IN THE DIRECTION OF
TRAVEL FOR 5' MIN.
10. STAIRS OR STEPS SHALL NOT BE INSTALLED UNLESS EXPLICITLY CALLED FOR.
11. ADJUST ALL SURFACE UTILITY LIDS, COVERS, AND GRATES TO NEW GRADES.
CUT 2,075 C.Y.-
FI LL 198 C.Y.*
* EARTHWORK VOLUMES ARE PROVIDED FOR PERMIT
REVIEW ONLY. CONTRACTOR SHALL NOT USE THESE
ESTIMATED QUANTITIES FOR BIDDING OR PAYMENT
REQUESTS.
STRUCTURAL FILL WILL BE PROVIDED BY
WASHINGTON ROCK, SUMNER, WA. UNSUITABLE CUT
MATERIAL WILL BE HAULED TO WASHINGTON ROCK,
SUMNER, WA.
TOTAL SITE AREA 34,161 SF
AREA OF WORK 34,993 SF
GRADING LEGEND
CONTOURS
BREAKILINE
SPOT ELEVATION
MATCH EXIST APPROX SPOT ELEV
SLOPE DIRECTION
CONCRETE RETAINING WALL
Call before you dig
R- 312401
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: 6-2 DATE:
BY: DATE:
BY: DATE:
BY: DATE:
Abossein
Engineering,
L. L. C.
MECHANICAL - ELECTRICAL
CIVIL - LEED
FIRE PROTECTION
2100 112TH AVE. NE
BELLEVUE, WA 98004
PH: (425) 462-9441
FAX: (425) 462-9451
E-Mail: cserwe0nbossem.com
www.abosseir.om
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IDE SETBA C IK LINE
EA _SE1IIEAI T
SEE NOTE 81
— T7 SS
Ei
ss S5
$ 7===== T 37 Q_
ILOT_=R I 377.98
GRADING PLAN
SCALE: 1" = 20'
42�_
42.10
42.10
mml:m�
0 ADA SIDEWALK
O ADA PARKING. 1.5% MAX SLOPE IN EACH DIRECTION IN ADA
PARKING AREA.
INSTALL DETECTABLE WARNING SURFACE TRUNCATED DOMES
CONCRETE STAIRS
CONCRETE DECORATIVE WALL
O TRASH ENCLOSURE
CONCRETE SWALE
GRADING NOTES
1. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION
AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE
RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT AND ADDENDUMS BY
TERRACON CONSULTANTS, INC.
2. FOLLOW THE INSTRUCTIONS OF GEOTECHNICAL ENGINEER FOR EXCAVATION OF THE
DETENTION TANKS, RETAINING WALL.
3. PROPOSED CONTOURS ARE APPROXIMATE AND SHOULD NOT BE USED FOR CONSTRUCTION
STAKING. ONLY SPOT ELEVATIONS SHOULD BE USED FOR STAKING.
4. SEE SHEET C4.1 FOR DRIVE THRU PROFILE AND C7.1 FOR ALIGNMENT CONTROL.
5. ALL SPOT ELEVATION ON ASPHALT PAVEMENT ARE THE TOP FINAL ELEVATIONS.
6. ALL SPOT ELEVATIONS ALONG THE CURBS ARE THE FLOW LINE ELEVATIONS UNLESS
DESCRIBED OTHERWISE.
7. SIDE WALKS & CROSS—WALK AREAS HAVE A 1.5% MAX. CROSS—SLOPE AND 4.5% MAX.
SLOPE IN DIRECTION OF TRAVEL.
B. ADA RAMPS HAVE A MAXIMUM SLOPE OF 1:12 IN DIRECTION OF TRAVEL.
9. ALL LANDINGS FOR STAIRS OR RAMPS ARE SLOPED AT 1.5% MAX. IN THE DIRECTION OF
TRAVEL FOR 5' MIN.
10. STAIRS OR STEPS SHALL NOT BE INSTALLED UNLESS EXPLICITLY CALLED FOR.
11. ADJUST ALL SURFACE UTILITY LIDS, COVERS, AND GRATES TO NEW GRADES.
CUT 2,075 C.Y.-
FI LL 198 C.Y.*
* EARTHWORK VOLUMES ARE PROVIDED FOR PERMIT
REVIEW ONLY. CONTRACTOR SHALL NOT USE THESE
ESTIMATED QUANTITIES FOR BIDDING OR PAYMENT
REQUESTS.
STRUCTURAL FILL WILL BE PROVIDED BY
WASHINGTON ROCK, SUMNER, WA. UNSUITABLE CUT
MATERIAL WILL BE HAULED TO WASHINGTON ROCK,
SUMNER, WA.
TOTAL SITE AREA 34,161 SF
AREA OF WORK 34,993 SF
GRADING LEGEND
CONTOURS
BREAKILINE
SPOT ELEVATION
MATCH EXIST APPROX SPOT ELEV
SLOPE DIRECTION
CONCRETE RETAINING WALL
Call before you dig
R- 312401
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: 6-2 DATE:
BY: DATE:
BY: DATE:
BY: DATE:
Abossein
Engineering,
L. L. C.
MECHANICAL - ELECTRICAL
CIVIL - LEED
FIRE PROTECTION
2100 112TH AVE. NE
BELLEVUE, WA 98004
PH: (425) 462-9441
FAX: (425) 462-9451
E-Mail: cserwe0nbossem.com
www.abosseir.om
Q_
211s
z
m
= _m w W w
1.1
N m = w
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WENDYS
10619 SE CARR ROAD
RENTON, WA 98055
WENDYS STORE NO. 10542
NEW RESTAURANT
E2000-2013—UM—T1
ULTRA MODERN
4121 /1+
E2000-2013—UM T1
9-12-2013
JOB No. I SHEET No.
2130871 C4.0
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WENDYS
10619 SE CARR ROAD
RENTON, WA 98055
WENDYS STORE NO. 10542
NEW RESTAURANT
E2000-2013—UM—T1
ULTRA MODERN
4121 /1+
E2000-2013—UM T1
9-12-2013
JOB No. I SHEET No.
2130871 C4.0
--I
-1
N.
.j
j
U
IE
2
nE
WENDYS
10619 SE CARR ROAD
RENTON, WA 98055
WENDYS STORE NO. 10542
NEW RESTAURANT
E2000-2013—UM—T1
ULTRA MODERN
4121 /1+
E2000-2013—UM T1
9-12-2013
JOB No. I SHEET No.
2130871 C4.0
--I
-1