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4" CEMENT CONCRETE SIDEWALK
2" MIN (5/8" MINUS) CRUSHED
SURFACING TOP COURSE
COMPACTED SUBGRADE PER
GEOTECHNICAL RECOMMENDATIONS
CURB
NEW PAVEMENT
SIDEWALK DETAIL
ONSITE ONLY
SIDEWALK DETAIL
ASBUILT CIVIL SITE PLAN/HORIZONTAL CONTROL PLAN
5 112"
1 "R/
1 2" RFINISHED GRADE
P °
q
NEW PAVEMENT ° O #4 REBAR
,a
a
7 3/4"
EXPANSION JOINT AT 20' INTERVALS
CEMENT CONCRETE BARRIER CURB
ONSITE ONLY
NOT TO SCALE
SITE PLAN KEYNOTES
F1 ASPHALT PAVEMENT PER DETAIL THIS SHEET.
2� BARRIER CURB PER DETAIL THIS SHEET.
r3 NEW DRIVEWAY PER CITY OF RENTON STD
DETAIL 104.4 SEE SHT C22.
41 CONCRETE CURB AND GUTTER PER CITY OF
3" (MIN.) COMPACTED DEPTH
14
SAWCUT EX. ASPHALT. REMOVE ASPHALT AND
Dote:
Od°
ADJACENT CURB FOR PROPOSED IMPROVEMENTS.
By:
RENTON DETAIL, DETAIL SHT C22.
a
a.
° ° a
Dote
0
PER DETAIL SHT C15
a°
—III
a.
SIDEWALK DETAIL
ONSITE ONLY
SIDEWALK DETAIL
ASBUILT CIVIL SITE PLAN/HORIZONTAL CONTROL PLAN
5 112"
1 "R/
1 2" RFINISHED GRADE
P °
q
NEW PAVEMENT ° O #4 REBAR
,a
a
7 3/4"
EXPANSION JOINT AT 20' INTERVALS
CEMENT CONCRETE BARRIER CURB
ONSITE ONLY
NOT TO SCALE
SITE PLAN KEYNOTES
F1 ASPHALT PAVEMENT PER DETAIL THIS SHEET.
2� BARRIER CURB PER DETAIL THIS SHEET.
r3 NEW DRIVEWAY PER CITY OF RENTON STD
DETAIL 104.4 SEE SHT C22.
41 CONCRETE CURB AND GUTTER PER CITY OF
3" (MIN.) COMPACTED DEPTH
14
SAWCUT EX. ASPHALT. REMOVE ASPHALT AND
Dote:
By:
ADJACENT CURB FOR PROPOSED IMPROVEMENTS.
By:
RENTON DETAIL, DETAIL SHT C22.
NEW 6' HIGH, BLACK VINYL CHAIN LINK FENCE
Dote
PER DETAIL SHT C15
N
WSDO1/2-I HOT MIX ASPHALT
REMOVE AND REPLACE EX. ASPHALT AND CURB
IN KIND FOR UTILITY CONSTRUCTION.
MINIMUM
AGGREGATE
17
SEGMENTAL BLOCK WALL. WALL TO BE
1/2 -INCH CLASS
DO
DESIGN/BUILD BY CONTRACTOR. OWNER TO
SUBBASE
DO
APPROVE MATERIALS. ANY WALL OVER 4' IN
�
CONCRETE SIDEWALK PER DETAIL THIS SHEET.
0 0000
00 0
PERMIT. IF WALL CONSTRUCTION WILL INCLUDE
6" MIN. COMPACTED
(MIN.)
0 °
9.'o °
°oo°oo°O
0 0
°�
0 00,3
0°
o 0
°0
0 0 °
F6
4" WIDE WHITE PAINT STRIPING
DEPTH CRUSHED ROCK
BASE (CRBC) OR
°
o °
00
o0Q 0000 ca) 0
4" WIDE WHITE PAINT STRIPES AT 45 DEGREES
F7
MODULAR GRID PAVEMENT PER DETAIL SHT C24
AND 2' O.C.
AGGREGATE DISCHARGE
_
W
_
W
SUBBASE MEETING THE
4" ASPHALT TREATED
STEPS, SEE ARCHITECTURAL PLANS FOR
CHARACTERISTICS
_
BELOW SHALL BE
8
ADA PARKING SPACE PAVEMENT MARKING AND
BASE (ATB)
20
ELEVATED SIDEWALK WITH HANDRAIL/SEE
FILL {SEF NOTES)
GRADING PLAN SHEET
w
SIGN(S) PER DETAIL SHT C20.
SUBGRADE TO BE
COMPACTED PER SOILS
HANDRAIL ON BUILDING
22
F9
LANDSCAPE AREA, REFER TO LANDSCAPE PLANS
4" UNDERDRAIN TO BE INSTALLED WHERE
PERVIOUS PAVEMENT MEETS STANDARD
ENGINEER RECOMMENDATIONS
ASPHALT. SEE UNDERDRAIN LOCATIONS ON
Ln
—
I--
E9
SIDEWALK RAMP PER DETAIL SHT C20.
HEAVY DUTY ASPHALT
MEMBRANE ENTEDED FROM
PAVEMENT
SECTION
11
STOP SIGN AND PAINTED STOP BAR PER
ONSITE ONLY
FROM MIGRATING INTO THE MORE
OPEN
GRADED AGGREGATE BASE
DETAIL SHT C19
12
CONCRETE TO BE FLUSH WITH ASPHALT.
NOT TO SCALE PAVEMENT
SECTION PER
GEOTECHNICAL
REPORT
PROVIDE DETECTABLE WARNING STRIP.
PREPARED
BY GEOTECH
CONSULTANTS,
INC.F
A AR
NON
ALONG I
WSDOT SECTION 9-33.2(2)
TABLE 3
EXiST'ING
NON -COMPACTED
SCARIFIED SUSGRADE
SEE SHT C21 FOR POROUS ASPHALT NOTES
AGGREGATE
DISCHARGE
SUBBASE
(ADS)
NON -WOVEN —
GEOTEXTILE LINER
LONG BOTTOM & SIDES
EXISTING
NON -COMPACTED
4" UNDERDRAIN
(PER SHEET C7)
PERVIOUS
ASPHALT
(TYP)
13 IRE L NE M KING
SCARIFIED - ` INCREASE ADS DEPTH TO
SUBGRADE CREATE RESERVOIR AT
POINT OF OVERFLOW
TYPICAL PERVIOUS PAVEMENT SECTION
NOT TO SCALE
CRUSHED
SURFACING
TOP COURSE
(CSTC)
EXISTING
COMPACTED
SUBGRADE
TEL. VAULT
POWER POLE
W/UNDERGROUND
ABOVE GROUND LIGHT J-BOX
POWER CABINET TEL. J -BOX
�F I�
) i _ — — T(UG)_—
P UG r — — IDI
P(UGT — —
____________________
STREET LIGHT
--------------------
W JBOX
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a E _- -' _ _ EXTRODE R
NO.
35 MPH//
SPEED SIGN
II
WATER METER
& VALVE
EX CB
TYPE 1
RIM=395.13
IE=392.28 (12" S)
FOUND 5/8" REBAR
& CAP STAMPED
"EWING LS #11926"
EXISTING
BUILDING
IE 12" ADS=394.35
00
0
rn
i -R SD ' �5
n
SD SD
EXISTING BLDG SDMH-P
OLO Y
BLOCK
An
IE 18" ADS=393.66 �`)-�"
I
I
REVISION
A-1 11` CA10 11MA TT_ 1 LAP
- - - -
A-101`
SURVEYED.
DESIGNED.
KEH
DRAWN.
RDC/KEH
CHECKED.
KEH
BY DATE APPR A IMOWDJGH
-
SCALE:
1 "=301
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL, NAVO 1988
HORIZONTAL. NAD 1983/1991
DATUM
r-uui CABINET
10"Cb
7 /11
T WOOD FENCE
"COTIE CNC=392.84
26"COT
3 rA"COT
10"CQT
II
6" JOT
15"C4T
I
ec7"qOT
"F10"COT
44:�17"COT
/ 15"COT
�0"COT
Oq
-D6,kCOT
N
7§F 7"COT
0
7"COT
b
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- 8"COT
7"COT
20' DRAINAGE EASEMENT
�AFN 8611251008
- 6"COT
- 9"COT
- 6"COT
0.1'±E X0.1'±S OF
PROPE TY CORNER
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CITY OF
RENTON
Plonning/Building/Public Works Dept.
14
SAWCUT EX. ASPHALT. REMOVE ASPHALT AND
Dote:
By:
ADJACENT CURB FOR PROPOSED IMPROVEMENTS.
By:
15
NEW 6' HIGH, BLACK VINYL CHAIN LINK FENCE
Dote
PER DETAIL SHT C15
N
16
REMOVE AND REPLACE EX. ASPHALT AND CURB
IN KIND FOR UTILITY CONSTRUCTION.
MINIMUM
AGGREGATE
17
SEGMENTAL BLOCK WALL. WALL TO BE
DISCHARGE
DO
DESIGN/BUILD BY CONTRACTOR. OWNER TO
SUBBASE
DO
APPROVE MATERIALS. ANY WALL OVER 4' IN
THICKNESS
HEIGHT WILL REQUIRE A SEPARATE BUILDING
PERMIT. IF WALL CONSTRUCTION WILL INCLUDE
TEMPORARY AND/OR PERMANENT
00
ENCROACHMENT ON ADJACENT PROPERTY, THEN
U-)
EASEMENT WILL BE REQUIRED TO BE OBTAINED
to
to
FROM NEIGHBORING AFFECTED PARCEL OWNER.
m
1 g
4" WIDE WHITE PAINT STRIPES AT 45 DEGREES
,_
Y
_
W
AND 2' O.C.
AGGREGATE DISCHARGE
_
W
_
W
SUBBASE MEETING THE
19
STEPS, SEE ARCHITECTURAL PLANS FOR
CHARACTERISTICS
Y
DETAILS.
BELOW SHALL BE
Y
Y
UTILIZED IN AREAS OF
20
ELEVATED SIDEWALK WITH HANDRAIL/SEE
FILL {SEF NOTES)
GRADING PLAN SHEET
w
21
SIDEWALK RAMP (8.3% MAXIMUM) WITH
HANDRAIL ON BUILDING
22
PERVIOUS PAVEMENT PER DETAILS THIS SHEET.
4" UNDERDRAIN TO BE INSTALLED WHERE
PERVIOUS PAVEMENT MEETS STANDARD
ASPHALT. SEE UNDERDRAIN LOCATIONS ON
Ln
—
I--
SHEET C7.
IMPERMEABLE LINER (30 MIL PVC
MEMBRANE ENTEDED FROM
THE TOP OF
AGGREGATE BASE AND 12 INCHES
ONTO
THE BOTTOM OF THE SUBGRADE) TO
PROTECT STANDARD HMA BASF COURSE
FROM MIGRATING INTO THE MORE
OPEN
GRADED AGGREGATE BASE
STANDARD
HMA (TYP)
SCARIFIED - ` INCREASE ADS DEPTH TO
SUBGRADE CREATE RESERVOIR AT
POINT OF OVERFLOW
TYPICAL PERVIOUS PAVEMENT SECTION
NOT TO SCALE
CRUSHED
SURFACING
TOP COURSE
(CSTC)
EXISTING
COMPACTED
SUBGRADE
TEL. VAULT
POWER POLE
W/UNDERGROUND
ABOVE GROUND LIGHT J-BOX
POWER CABINET TEL. J -BOX
�F I�
) i _ — — T(UG)_—
P UG r — — IDI
P(UGT — —
____________________
STREET LIGHT
--------------------
W JBOX
'd, .. a'
Si
. •�• . `'• .. °• •' .. • .••. .OOUBL 'Y LCO �•STkIP1~
Of :4,.
a :: v. •: D0t1BLE. ;Y LIR '.
G_ , -- ` ,7 ; : MAgL6C1�.(' : a R p
.. b a �3
—_� -W �
---r •LK
E. a. 'I(USnF �r
a E _- -' _ _ EXTRODE R
NO.
35 MPH//
SPEED SIGN
II
WATER METER
& VALVE
EX CB
TYPE 1
RIM=395.13
IE=392.28 (12" S)
FOUND 5/8" REBAR
& CAP STAMPED
"EWING LS #11926"
EXISTING
BUILDING
IE 12" ADS=394.35
00
0
rn
i -R SD ' �5
n
SD SD
EXISTING BLDG SDMH-P
OLO Y
BLOCK
An
IE 18" ADS=393.66 �`)-�"
I
I
REVISION
A-1 11` CA10 11MA TT_ 1 LAP
- - - -
A-101`
SURVEYED.
DESIGNED.
KEH
DRAWN.
RDC/KEH
CHECKED.
KEH
BY DATE APPR A IMOWDJGH
-
SCALE:
1 "=301
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL, NAVO 1988
HORIZONTAL. NAD 1983/1991
DATUM
r-uui CABINET
10"Cb
7 /11
T WOOD FENCE
"COTIE CNC=392.84
26"COT
3 rA"COT
10"CQT
II
6" JOT
15"C4T
I
ec7"qOT
"F10"COT
44:�17"COT
/ 15"COT
�0"COT
Oq
-D6,kCOT
N
7§F 7"COT
0
7"COT
b
N
- 8"COT
7"COT
20' DRAINAGE EASEMENT
�AFN 8611251008
- 6"COT
- 9"COT
- 6"COT
0.1'±E X0.1'±S OF
PROPE TY CORNER
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rr }
CITY OF
RENTON
Plonning/Building/Public Works Dept.
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18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
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Project #: 12740
Aaaress:
4815 NE 4TH AVE
RENTON, WA
CIVIL SITE PLAN/
HORIZONTAL
CONTROL PLAN
Drawing No.:
C3 of 25
AS BUILT S TORAGE ONE ON 4TH EXPANSION
Permit NO. U15008468
4815 NE 4TH AVE
PAGE:
DRAWING W.
SHEET- OF:
R-389603
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Project #: 12740
Aaaress:
4815 NE 4TH AVE
RENTON, WA
CIVIL SITE PLAN/
HORIZONTAL
CONTROL PLAN
Drawing No.:
C3 of 25
AS BUILT S TORAGE ONE ON 4TH EXPANSION
Permit NO. U15008468
4815 NE 4TH AVE
PAGE:
DRAWING W.
SHEET- OF:
R-389603