HomeMy WebLinkAboutR-372312CK -COR
351308
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351308
10 +77.37,
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LT
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STA
11 +27.38,
351308
LT
18'
3
I
11 +77.39,
1300'
LT
351308
4
O
12 +27.70,
13.00'
LT
18'
5
51308
12 +55.70,
(�
LT
I
34
STA
11 +69.80,
15
151308
RT
J
35
M
11 +41.80
1300'
RT
18'
36
3 �-
10+85.79,
vv 4v
PAD =430.1 /
PA =431.9
v - D =433.8
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LOW EL: 42889 _
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AD =435.
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'9+99,84. 1
7 1
INT 12 +3�: SE 140TH
E •� CB1
I
7 = 20+00.00 '163RD AVEN E
TA 10 +4259 14.73' LT 5
//
5 STA 12 +08.02, 1J.5-0'-LT
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428.0 C1180' CB180, TIP
t
�
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i STA f0 +46.
8, 1262'/LT 20
IE =428.4
CB170, TYPE 2 -48°
19 STA 1 -51.24,
10 21LF
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fig 22�, 13.15' LT
STA 11+9
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FINISH GRADE ®
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DATE:
BY:
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10 +77.37,
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LT
18'
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STA
11 +27.38,
1300'
LT
18'
3
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11 +77.39,
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\ / A PORTION OF THESE 114 OF SECTION 14 TOWNSHIP 23 N. RANGE 5 E, W.M.
,h -
CB185, -TYPE 7 W
STA 10+46.58 12. ' RT 20 0
3
r 7 10 21LF M
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I I
5
PAD =435.9
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IE =430.6
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PAD 6 37.3
1 11
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"I 1 AA IE =428.6
428.0 .101 CB176, P E ti f , _ / CB165, TIFF 1 /
IN COMPLIANCE WITH CITY OF RENTON
'
STANDARDS
BY-
DATE:
I
f �
BY:
DATE:
BY:
I
10 +77.37,
�
LT
18'
2
STA
11 +27.38,
1300'
LT
18'
3
STA
11 +77.39,
1300'
LT
18'
4
STA
12 +27.70,
13.00'
LT
18'
5
STA
12 +55.70,
1300'
LT
18'
34
STA
11 +69.80,
13.00'
RT
18'
35
STA
11 +41.80
1300'
RT
18'
36
3 �-
10+85.79,
vv 4v
PAD =430.1 /
PA =431.9
v - D =433.8
\ \
z
LOW EL: 42889 _
_
AD =435.
\
'9+99,84. 1
7 1
INT 12 +3�: SE 140TH
E •� CB1
47 +26.42 62ND AVENUE
7 = 20+00.00 '163RD AVEN E
TA 10 +4259 14.73' LT 5
//
5 STA 12 +08.02, 1J.5-0'-LT
\\ \
428.0 C1180' CB180, TIP
1 /
IE =422.6
\ CB
i STA f0 +46.
8, 1262'/LT 20
IE =428.4
CB170, TYPE 2 -48°
19 STA 1 -51.24,
10 21LF
/
fig 22�, 13.15' LT
STA 11+9
V A� AI
8 TIP.
l o>
ROW
RD RD RD �
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:I,,.
oo"0
52Lk 10
Nm
,h -
CB185, -TYPE 7 W
STA 10+46.58 12. ' RT 20 0
3
r 7 10 21LF M
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5
PAD =435.9
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IE =430.6
l
PAD 6 37.3
1 11
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"I 1 AA IE =428.6
428.0 .101 CB176, P E ti f , _ / CB165, TIFF 1 /
IN COMPLIANCE WITH CITY OF RENTON
'
STANDARDS
BY-
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
CONSTRUCTION NOTES
7O SPILL CONTROL TEE PER CDR STD. PLAN 23200
O2 SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN.
PAVEMENT SECTION TO MATCH EXIST.
3O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103
4O APPROX. LIMIT OF GRADING
O SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2
O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103
O ROADWAY SURVEY MONUMENT WITH CASE PER CDR STD.
PLAN H031
OCEMENT CONC. SIDEWALK PER CDR STD. PLAN F005 -1 AND F007.
WIDTH PER PLAN.
OTYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR STD.
PLAN F001
6" PVC (UNLESS NOTED 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 STD. PLAN F010
12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4.
REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH
MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION
13 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 C3102
RECTANGULAR BI- DIRECTIONAL 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 NOTED
OTHERWISE ON PLANS OR PROJECT DETAILS.
2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF
STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE
PLACEMENT DETAIL ON SHEET C3102.
3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED
W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR
STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE.
Io
BY-- DAIR
B ' -- n TT.
BY- --=- - - - - --
CPIH
tp. ^7 N V O h a O DO N of h N N � O 7 ^ n 2 O O, n W Cn R � O �a -
^ h m to N cd N N � n nt h a N O O O M co 'n m n '� h^ a 1 I
�^6 �� �� M -� N� N NN NN �M �,� �,.� �,� �,� �,� �,� CONSULTANTS
v'..vN `r'.v v_.v `r v" `�,.v ":v v.:v °: °':v a:v v.:v v.:v ""'.v d',c Site Planning •CMIEngineedng
CALL BEFORE Land Use Consulting• ilea Management
YOU Die 1a37MAMn Siee100I101tlsM.M!)8033
10 +00 10 +40 10 +80 11 +20 11 +60 12 +00 12 +40 12 +80 13 +20 1- 800.4245555 Phw .(425)aas23eDIFU0142512852389
WWW.CDhconsultants.com
0 10 20 CITY OF R NTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/1 JBS '""''"FR scYC wWrcH: xqv tcep o.�02/21/1,
N/A 1p�01°LND1061M1 .'9 CITY OF LIBERTY GARDENS
Approved by: Date: S ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
VERT. IN FEET JAMIE S. SCHROEDER, PE wk R E N TO N °
0 20 40 Approved by: Date: 0P1"` PETER EVANS a� aFn oruWxc ao:
DATUM
HORIZ. IN FEET Approved by: Date: AMm E B. SCHROEDER, PE Plan ning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.01
C W#It®1034C HC nsuHa ,LLC. m1RA Res¢rv¢E. Approved b : Date: NO. REVISION BY DATE APPR MR°^APPROVED 'OCp1p1pLY sam, 12 40
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DRIVEWAY TABLE
LOT
STATION, OFFSET
STA 11+ .22,
WIDTH
1
STA
10 +77.37,
13.00'
LT
18'
2
STA
11 +27.38,
1300'
LT
18'
3
STA
11 +77.39,
1300'
LT
18'
4
STA
12 +27.70,
13.00'
LT
18'
5
STA
12 +55.70,
1300'
LT
18'
34
STA
11 +69.80,
13.00'
RT
18'
35
STA
11 +41.80
1300'
RT
18'
36
STA
10+85.79,
1300'
RT
18'
CONSTRUCTION NOTES
7O SPILL CONTROL TEE PER CDR STD. PLAN 23200
O2 SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN.
PAVEMENT SECTION TO MATCH EXIST.
3O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103
4O APPROX. LIMIT OF GRADING
O SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2
O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103
O ROADWAY SURVEY MONUMENT WITH CASE PER CDR STD.
PLAN H031
OCEMENT CONC. SIDEWALK PER CDR STD. PLAN F005 -1 AND F007.
WIDTH PER PLAN.
OTYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR STD.
PLAN F001
6" PVC (UNLESS NOTED 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 STD. PLAN F010
12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4.
REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH
MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION
13 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 C3102
RECTANGULAR BI- DIRECTIONAL 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 NOTED
OTHERWISE ON PLANS OR PROJECT DETAILS.
2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF
STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE
PLACEMENT DETAIL ON SHEET C3102.
3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED
W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR
STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE.
Io
BY-- DAIR
B ' -- n TT.
BY- --=- - - - - --
CPIH
tp. ^7 N V O h a O DO N of h N N � O 7 ^ n 2 O O, n W Cn R � O �a -
^ h m to N cd N N � n nt h a N O O O M co 'n m n '� h^ a 1 I
�^6 �� �� M -� N� N NN NN �M �,� �,.� �,� �,� �,� �,� CONSULTANTS
v'..vN `r'.v v_.v `r v" `�,.v ":v v.:v °: °':v a:v v.:v v.:v ""'.v d',c Site Planning •CMIEngineedng
CALL BEFORE Land Use Consulting• ilea Management
YOU Die 1a37MAMn Siee100I101tlsM.M!)8033
10 +00 10 +40 10 +80 11 +20 11 +60 12 +00 12 +40 12 +80 13 +20 1- 800.4245555 Phw .(425)aas23eDIFU0142512852389
WWW.CDhconsultants.com
0 10 20 CITY OF R NTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/1 JBS '""''"FR scYC wWrcH: xqv tcep o.�02/21/1,
N/A 1p�01°LND1061M1 .'9 CITY OF LIBERTY GARDENS
Approved by: Date: S ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
VERT. IN FEET JAMIE S. SCHROEDER, PE wk R E N TO N °
0 20 40 Approved by: Date: 0P1"` PETER EVANS a� aFn oruWxc ao:
DATUM
HORIZ. IN FEET Approved by: Date: AMm E B. SCHROEDER, PE Plan ning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.01
C W#It®1034C HC nsuHa ,LLC. m1RA Res¢rv¢E. Approved b : Date: NO. REVISION BY DATE APPR MR°^APPROVED 'OCp1p1pLY sam, 12 40
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STA 10 +42.87, 14.7/ M1 5
35'
STA 11+ .22,
1225 RT
34
PAD =433.5
IE =429.1
*- ( I I STA 124179.45, 1122" RT
: V4 1
SEE C3.03 PAD02.2
w
m
H
>4 N rn
PV/ STA:
11 +89.82...
450
W
¢ ^ N
w +a
m
LOW PT STA: 10 +46.58
PVI EL :43358
100.00'VCzo
¢
v¢
-
:_.
z
LOW EL: 42889 _
_
-''-
__450...
PW STA:: 10 +64.82
N
I`J
PVI EL: 428.27
foo.00' VIC
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oo"0
Nm
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- WO1i
EXIS77NG GRADE _
_
I� -
¢ C^y
C
o
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: :
:
v�
:
vcw.i_
FINISH GRADE ®
ROADWAY CL
:
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:-
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430
430
--
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: 146LF
2 °. SD
I I
12':
-\
+ -
- -
_ S 1.009 -- -
-�_ _..
,-
e. -. s =1.00R _. °
::
:
-.
420_
:.
_
`�' Cs TYPE 1
_�
_
-.
_..
1 -.
CB150 TYPE 2 -48'
C6160 ,TYPE f
.. .420 ..._..,..
RIM2 -S) =42
IE(125)- 424.36
-
CB370 TYPE 2 -48°
RIM = 434.43
RIM =43513
j1E(12S)= 429.63
-
-
-
:
IE(12°E)= 424.38
Es RIM=11.
IE(12'2 :
1E(12'=
IE(12'1l=
L AJ
-
IE(6N)= 424.86
IE(12'E)= 422.90
¢ IE(12"W)= 422:90
IE(125)=422.31
IE(6N)= 430.65
410
...430 ...
-
_. ...RIM=
CB175 TYPE 1
4331f'
..
cn IE(12S) =.422:.90
_.. .440
-
....410...
/E(12N)= 429.11
IE(6N)= 423.40
CB165 TYPE 1
_
:_:
25 12 SD : :
:
IE(6 S)- 429.61
RIM = 434.92
6 6
IE(12N)= 430:90
5 =1.00
400
CB :TYPE 1 :
:
:
:
:
:
Al 12' S
8
_
_ ..400...
RIM= 428.62420
430 0
`SCF
430
S_g0%
IE(12N)= 424.61 - :
:
7�°
IE(65)= 425.77:: :::
:::
::
d� ?y Sp:
e
390_
:..
_
:.
_.
420
_:..
_
_ ._.420
.....
-..:.
_:._ _:.
..... :._: _ ._390.._
ELEVATION AT EXIST. GROUND
r ELEVATION AT FINISH GRADE
CONSTRUCTION NOTES
7O SPILL CONTROL TEE PER CDR STD. PLAN 23200
O2 SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN.
PAVEMENT SECTION TO MATCH EXIST.
3O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103
4O APPROX. LIMIT OF GRADING
O SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2
O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103
O ROADWAY SURVEY MONUMENT WITH CASE PER CDR STD.
PLAN H031
OCEMENT CONC. SIDEWALK PER CDR STD. PLAN F005 -1 AND F007.
WIDTH PER PLAN.
OTYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR STD.
PLAN F001
6" PVC (UNLESS NOTED 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 STD. PLAN F010
12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4.
REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH
MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION
13 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 C3102
RECTANGULAR BI- DIRECTIONAL 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 NOTED
OTHERWISE ON PLANS OR PROJECT DETAILS.
2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF
STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE
PLACEMENT DETAIL ON SHEET C3102.
3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED
W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR
STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE.
Io
BY-- DAIR
B ' -- n TT.
BY- --=- - - - - --
CPIH
tp. ^7 N V O h a O DO N of h N N � O 7 ^ n 2 O O, n W Cn R � O �a -
^ h m to N cd N N � n nt h a N O O O M co 'n m n '� h^ a 1 I
�^6 �� �� M -� N� N NN NN �M �,� �,.� �,� �,� �,� �,� CONSULTANTS
v'..vN `r'.v v_.v `r v" `�,.v ":v v.:v °: °':v a:v v.:v v.:v ""'.v d',c Site Planning •CMIEngineedng
CALL BEFORE Land Use Consulting• ilea Management
YOU Die 1a37MAMn Siee100I101tlsM.M!)8033
10 +00 10 +40 10 +80 11 +20 11 +60 12 +00 12 +40 12 +80 13 +20 1- 800.4245555 Phw .(425)aas23eDIFU0142512852389
WWW.CDhconsultants.com
0 10 20 CITY OF R NTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/1 JBS '""''"FR scYC wWrcH: xqv tcep o.�02/21/1,
N/A 1p�01°LND1061M1 .'9 CITY OF LIBERTY GARDENS
Approved by: Date: S ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
VERT. IN FEET JAMIE S. SCHROEDER, PE wk R E N TO N °
0 20 40 Approved by: Date: 0P1"` PETER EVANS a� aFn oruWxc ao:
DATUM
HORIZ. IN FEET Approved by: Date: AMm E B. SCHROEDER, PE Plan ning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.01
C W#It®1034C HC nsuHa ,LLC. m1RA Res¢rv¢E. Approved b : Date: NO. REVISION BY DATE APPR MR°^APPROVED 'OCp1p1pLY sam, 12 40
cD'. A- NNNNA7
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