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DESIGN DEV.
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COORDINATION
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BID SET
05115/14
LAND USE REVISION
WE
WALL ALONG THE EMERGENCY ACCESS ROAD
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A2 ADDENDUM #4
07102114
-
mdb
(FRONTING THE GRASSCRETE), WHICH IS FLUSH WITH
PERMIT REVISION/
°'
F
THE FINAL GRADING SURFACE. TOP OF WALL SPOTS
PROVIDED DENOTE THE TOP OF CONCRETE. BOTTOM
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OF WALL SPOTS PROVIDED DENOTE ELEVATION WHERE
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FINISHED GRADE MEETS THE WALL SEE STRUCTURAL
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PLANS FOR ALL SITE WALL DESIGNS.
3. ALL PEDESTRIAN PATHS SHALL HAVE A MAXIMUM
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CROSS SLOPE OF 27a CONTRACTOR SHALL VERIFY
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CROSS SLOPE OF FORMWORK PRIOR TO SIDEWALK
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s 3° N
POUR. NOTIFY ENGINEER OF SLOPE DISCREPANCIES
IMMEDIATELY.
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4. GRADE ELEVATIONS AT TOP AND BOTTOM OF THE
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STAIRS ARE NOTED AT THE EDGE OF THE TREAD WITH
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DETENTION POND
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TO ADJACENT LANDINGS OR PATHS TO MAINTAIN A
.,BOTTOM 372.50 /
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MAXIMUM 2% SLOPE (UP /DOWN) AS REQUIRED BY
RO G•
ClS
ADA GUIDELINES. REFER TO LANDSCAPE /ARCHITECT
PLANS FOR DETAIL DESIGNS OF STAIRS, LANDINGS,
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HANDRAILS, FENCES, AND HARDSCAPE SURFACES
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TREATMENTS AND FINISHES (JOINTS, SCORING,
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GRADING NOTES:
1. RAMPS AND LANDINGS ARE DESIGNED TO CONFORM
TO ADA REQUIREMENTS WITH RUNNING SLOPES NOT
TO EXCEED 1:12 AND 1:48 RESPECTIVELY. TO AVOID
REDUNDANCY, VERTICAL CONTROL SPOTS ARE
PROVIDED AT CENTER OF LANDINGS ONLY. PRIOR TO
FORM -WORK CONTRACTOR SHALL LAY OUT LANDINGS
AND RAMPS BASED ON SPOTS PROVIDED AND
CALCULATE REMAINING SLOPES TO ENSURE ADA
COMPLIANCE. NOTIFY ENGINEER OF SLOPE
DISCREPANCIES IMMEDIATELY.
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2. SITE WALLS ARE DESIGNED TO BE EXPOSED 6n AT
REV
DESIGN DEV.
o
COORDINATION
IA
BID SET
05115/14
LAND USE REVISION
WE
WALL ALONG THE EMERGENCY ACCESS ROAD
m- S
I
A2 ADDENDUM #4
07102114
-
mdb
(FRONTING THE GRASSCRETE), WHICH IS FLUSH WITH
PERMIT REVISION/
°'
F
THE FINAL GRADING SURFACE. TOP OF WALL SPOTS
PROVIDED DENOTE THE TOP OF CONCRETE. BOTTOM
W
I o
OF WALL SPOTS PROVIDED DENOTE ELEVATION WHERE
o�
FINISHED GRADE MEETS THE WALL SEE STRUCTURAL
384
RAN= N
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2. SITE WALLS ARE DESIGNED TO BE EXPOSED 6n AT
REV
DESIGN DEV.
o
COORDINATION
THE TOP BACK OF WALL, EXCEPT FOR THE WEST
BID SET
05115/14
LAND USE REVISION
06/05114
WALL ALONG THE EMERGENCY ACCESS ROAD
06112114
A2 ADDENDUM #4
07102114
UTILITY SET
(FRONTING THE GRASSCRETE), WHICH IS FLUSH WITH
PERMIT REVISION/
°'
h N
THE FINAL GRADING SURFACE. TOP OF WALL SPOTS
PROVIDED DENOTE THE TOP OF CONCRETE. BOTTOM
W
I o
OF WALL SPOTS PROVIDED DENOTE ELEVATION WHERE
o�
FINISHED GRADE MEETS THE WALL SEE STRUCTURAL
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PLANS FOR ALL SITE WALL DESIGNS.
3. ALL PEDESTRIAN PATHS SHALL HAVE A MAXIMUM
.c
CROSS SLOPE OF 27a CONTRACTOR SHALL VERIFY
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CROSS SLOPE OF FORMWORK PRIOR TO SIDEWALK
s 3° N
POUR. NOTIFY ENGINEER OF SLOPE DISCREPANCIES
IMMEDIATELY.
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4. GRADE ELEVATIONS AT TOP AND BOTTOM OF THE
STAIRS ARE NOTED AT THE EDGE OF THE TREAD WITH
SUFFICIENT HORIZONTAL DISTANCE FOR TRANSITION
TO ADJACENT LANDINGS OR PATHS TO MAINTAIN A
MAXIMUM 2% SLOPE (UP /DOWN) AS REQUIRED BY
RO G•
ClS
ADA GUIDELINES. REFER TO LANDSCAPE /ARCHITECT
PLANS FOR DETAIL DESIGNS OF STAIRS, LANDINGS,
°
HANDRAILS, FENCES, AND HARDSCAPE SURFACES
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TREATMENTS AND FINISHES (JOINTS, SCORING,
TEXTURES, ETC.) FOR ALL AREAS OUTSIDE VEHICULAR
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PATHS.
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5. MONITORING WELL SHALL BE INSTALLED BY A
SPECIALIZED GEOTECHNICAL DRILLING CONTRACTOR
UNDER OWNER'S GEOTECHNICAL CONSULTANTS
OBSERVATION. LOCATION A SHALL
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BE SPECIFIED BY OWNER'S EOTEC NIDCALAILS
CONSULTANT.
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WALLS 4' AND TALLER REQUIRE
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BUILDING
PERMIT
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4.67, ;- R=3 Z
385.0 3
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CITY OF RENTON
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A r b e:
WAWING ISSUE
REV
DESIGN DEV.
11108/13
COORDINATION
01115114
BID SET
05115/14
LAND USE REVISION
06/05114
Al ADDENDUM #1
06112114
A2 ADDENDUM #4
07102114
UTILITY SET
07116/14
PERMIT REVISION/
08119/14
MYLAR
NO
REV
DATE
1
P ff REVISION
05.0].14
3
PERMrzRkVI3
07.16.14
d
PERMRREVISIONIMYWt
03.19.14
j ved 811
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Y-Y _- — PP 0 y Date:.$ . o business da s
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j� - APProved by: Date: As NOTED
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PLOT DATE: 08 11 9/14
PRINCIPAL MAV
UCP U14 Approved by: Date: PRa.MGR: AGc
_... - _ Y_ _ _ t ,� _ ___._ DRAFTER:
TRIAD
_ _ _ _ _ � � - � 64 TAD
0011
- -- _ _- AS NOTED CITY OF VANTAGE POINT APARTMENTS 8-19-2014
Acc SZ RENMN ON SITE IMPROVEMENT PLANS
TAD ��°i_ I DATUM Dept. GRADING PLAN X5,0
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Planning/Building/Public Works
NO. REVISION BY DATE APPR AGC " "600L a4m: 13 °- 61
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