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A PORTION OF THE SE
23 N, RANGE 5 E, W.M.
470
-
DRIVEWAY TABLE
_.
_.. _._
- PV/ STA:
.. PV/ EL:
14 +73.12
439.26.
WI07H
PW STA:
: 15+79.80
13 +7244,
13.00'
LT
18'
°
- -
14 +37.46,
13.00'
LT
18'
9
100.00' VC
14 +87.47,
13.00'
LT
PVI EL•
:450.99
STA
15 +42.49,
13.00'
LT
z
11
STA
15 +70.49,
13.00'
LT
18'
100.00' VCvc
-
460
v
n.
:
i
,
4
+,v
6i
L;j
: WW0m
In
W
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450
I
QFINISH
GRADE ®
ENV
11.0
p•
-
77LF 12�
SD
-
--
ROADWAY CL :
z
p 4,
V
EXISTING GRADE
—.
_ -
615190 TYPE 1
440
L.LI
0 ROADWAY ¢
_
B
_.-
RIM= 450.98 -
-
1'2
- -- -
°-`_ ..
IE(12 -W)= 447.38..
.. _
U2.008
- --
_ I _
_ -
S.
_
-,
_
_
_
.. _'. a
RIM=4
-- - -'��
- --
_-.
—_
I
440.92
430..
IE(12 S) =440.92 -
-
- -
w.JE(12E)=
440.92.:.
IE(69V)= 441.42
...RIM
-44007
IE(12S)= 435.18
IE(12E) =435.18
26LF 12" SD
420
_...
-
_... _..
_
_.JE(6 -N)= 435.68
N
_
440.
J
RIM =44518
IE(127q)= 441.18
410
rELEVA71ON AT EXIST.
GROUND
400
I EELEVATION AT FINISH GRADE
M0
13 +20
13 +60
14 +00
14 +40
14 +80
15 +20
15 +60
16 +00
16 +40
16 +80
470
460
IN COMPLIANCE WITH CITY OF RENTON
ST NDARDS
450 BY DATE: S 8 f
BY: �� DATE:
BY: - DATE: -
440 _ BY: DATE:
430
420
410
17 +20
0 10 20 lY OF 10EIN I UIN vvnomvvuvn rnmm� nrrnvvmu uno uoo - - - -- -- —rI
Approved by Date: 5'(9 (IN
N/A ,� �I E. M CITY OF
VERT. IN FEET NAIE B. SCHROEDER, PE R E N TO N
uIL
0 20 40 Approved by Date: ow.�• REIER EVANS aYE w3 DATUM
Approved b Dale: rAVA� u •Ii Planning /Building /Public Works Dept.
HORIZ. IN FEET pp y' AMIE B. SCHROEDER, PE r xor ac xa
ro �O „mso24cPH�nsuwM,UCNIRPO,,.R••_ry .Approved by: Date: _. NO. REVISION BY DATE APPR eR°"APPROVED
CONSTRUCTION NOTES
O SPILL CONTROL TEE PER COR STD. PLAN 237.00
OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN.
PAVEMENT SECTION TO MATCH EXIST.
O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103
O APPROX. LIMIT OF GRADING
O SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2
6O PIPE INLET PR07EC170N PER DETAIL ON SHEET C3.103
O ROADWAY SURVEY MONUMENT WI7H CASE PER CDR SID.
PLAN H031
OCEMENT CONC. SIDEWALK PER CDR STD. PLAN F005 -1 AND F007.
WIDTH PER PLAN.
Og TYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR STD.
PLAN F001
6” PVC (UNLESS N07ED OTHERWISE ON PLAN) ROOF DRAIN
10 COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX.
LENGTH AND UPSTREAM INVERT ELEV. PER PLAN
11 SIDEWALK RAMP TYPE 1D PER CDR S7D. PLAN F010
1Y CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4.
REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH
13
MAILBOX INSTALLA71ON NEIGHBORHOOD DELIVERY AND COLLEC7ION
BOX UNIT PER CDR STD. PLAN H026
GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013
14 W/ STOP SIGN
15 ROUND SOLID LOCKING COVER
16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022
17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021.
18 TYPE III BARRICADE PER CDR STD. PLAN H018
REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT
19 DETAIL ON SHEET C3.102
RECTANGULAR BI- DIREC77ONAL VANED GRATE PER CDR STD. PLAN
20 204.30
21 ADJUST EXIST. RIM TO FINISH GRADE
NOTES:
1. ALL DRAIN PIPES (SD) SHALL BE 12' LCPE UNLESS N07ED
OTHERWSE ON PLANS OR PROJECT DETAILS
2 ALL CATCH BASIN LOCA7IONS REFERENCED TO CENTER OF
STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE
PLACEMENT DETAIL ON SHEET 0.102.
J. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED
WAECTANGULAR METAL FRAME AND VANED GRA7E PER CDR
STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE.
R- 312313
6
KEYMAP ayhw
Im
CPJL JL
CONSULTANTS
DRIVEWAY TABLE
Site Planning • CMI EngneMng
LOT
land Use Cal616ng•PlojeR Management
STATION, OFFSET
WI07H
7
STA
13 +7244,
13.00'
LT
18'
8
STA
14 +37.46,
13.00'
LT
18'
9
STA
14 +87.47,
13.00'
LT
18'
10
STA
15 +42.49,
13.00'
LT
18'
11
STA
15 +70.49,
13.00'
LT
18'
0 10 20 lY OF 10EIN I UIN vvnomvvuvn rnmm� nrrnvvmu uno uoo - - - -- -- —rI
Approved by Date: 5'(9 (IN
N/A ,� �I E. M CITY OF
VERT. IN FEET NAIE B. SCHROEDER, PE R E N TO N
uIL
0 20 40 Approved by Date: ow.�• REIER EVANS aYE w3 DATUM
Approved b Dale: rAVA� u •Ii Planning /Building /Public Works Dept.
HORIZ. IN FEET pp y' AMIE B. SCHROEDER, PE r xor ac xa
ro �O „mso24cPH�nsuwM,UCNIRPO,,.R••_ry .Approved by: Date: _. NO. REVISION BY DATE APPR eR°"APPROVED
CONSTRUCTION NOTES
O SPILL CONTROL TEE PER COR STD. PLAN 237.00
OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN.
PAVEMENT SECTION TO MATCH EXIST.
O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103
O APPROX. LIMIT OF GRADING
O SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2
6O PIPE INLET PR07EC170N PER DETAIL ON SHEET C3.103
O ROADWAY SURVEY MONUMENT WI7H CASE PER CDR SID.
PLAN H031
OCEMENT CONC. SIDEWALK PER CDR STD. PLAN F005 -1 AND F007.
WIDTH PER PLAN.
Og TYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR STD.
PLAN F001
6” PVC (UNLESS N07ED OTHERWISE ON PLAN) ROOF DRAIN
10 COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX.
LENGTH AND UPSTREAM INVERT ELEV. PER PLAN
11 SIDEWALK RAMP TYPE 1D PER CDR S7D. PLAN F010
1Y CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4.
REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH
13
MAILBOX INSTALLA71ON NEIGHBORHOOD DELIVERY AND COLLEC7ION
BOX UNIT PER CDR STD. PLAN H026
GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013
14 W/ STOP SIGN
15 ROUND SOLID LOCKING COVER
16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022
17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021.
18 TYPE III BARRICADE PER CDR STD. PLAN H018
REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT
19 DETAIL ON SHEET C3.102
RECTANGULAR BI- DIREC77ONAL VANED GRATE PER CDR STD. PLAN
20 204.30
21 ADJUST EXIST. RIM TO FINISH GRADE
NOTES:
1. ALL DRAIN PIPES (SD) SHALL BE 12' LCPE UNLESS N07ED
OTHERWSE ON PLANS OR PROJECT DETAILS
2 ALL CATCH BASIN LOCA7IONS REFERENCED TO CENTER OF
STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE
PLACEMENT DETAIL ON SHEET 0.102.
J. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED
WAECTANGULAR METAL FRAME AND VANED GRA7E PER CDR
STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE.
R- 312313
6
KEYMAP ayhw
Im
CPJL JL
LIBERTY GARDENS p2/21/i`
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
Pvs
owe xo:
ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.02
C 1:�.- a E 7a 1A
y
m K
z
ti w
N
w
CONSULTANTS
Site Planning • CMI EngneMng
CALL BEFORE
land Use Cal616ng•PlojeR Management
Y0001G
7- 800 245555
7337th AwMS WVV IW66q,wM9ea33
P� (425) 285-2390 l W (425) 295-236
www. cph cons ultants. cnm
DAtE
LIBERTY GARDENS p2/21/i`
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
Pvs
owe xo:
ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.02
C 1:�.- a E 7a 1A
y
m K
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ti w
N
w