HomeMy WebLinkAboutR-372316ILOCK -COR
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PAD =436.
/ I
/ I
A PORTION OF THE SE
SEE C3.01
SEE C3.02
,I
/I i
23 N, RANGE 5 E, W.M.
1 \
PA =439.6 /
i
/
PAI
/
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40 163RD Ay��* SE
6 SE 150 7REEi /
10
// PAD =447.8
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/
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IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: : DATE: SI9
BYP `
DATE:f
BY: DATE:
BY: DATE:
CITY OF RENTON
Approved by: Date:
Approved by: Date:
Approved by: Date:
Date:
DRIVEWAY TABLE
I,t
LOT
Land Use Conwlillg• Roject Management
STATION, OFFSET
91""TR
M07H
-
STA
27 +80.99,
!.
RT
18'
13
STA
460
10
RT
18'
14
PW STA: 27 +90.00
26 +97.99,
13.00'
RT
18'
21
STA
27 +84.48,
13.00'
PO EL: 440.49
18'
22
STA
27 +56.48,
13.00'
LT
18'
23
100.00' VC
26 +80
13.00'
27 +20
18'
27 +60
28 +00
28 +40
450
N
Q
:
Gi w
EXIS77NG GRADE
M
-
:
> °
0 ROADWAY q
ti
tam
Ww
2IIW
FINISH GRADE ®
ROADWAY
_ .7.81%
- 2.199, -_
440
41
60LF 12"
SO
�
9.05% 11
-
_
--_
SD
CB60 TYPE i
CB70 TYPE 1
.....430
_ +
"
56
RIM= 440.30
_RIM= 440.07
IE(125)- 435.... 18
CO
IE(12N)= 434.58
N
90
s '�
IE(12S) =434.58
IE(12'E)= 435:18
'
!E(6N)= 435.68 -
Vi
-,�.
CB50 TYPE i
...
420
_f`LI.
:
RIM =.430.22
:._
to
IE(12S)= 425.95
Z
o
IE(12N)= 425.95
-
- - f
IE(121E)= 425.95
Vi
IE(6"W)= 426.45
.......410
Q_
430
25LF -12"
6..S =1.00
CB55 TYPE 1
400
-
420
RIM= 430.22
-W)=
IE(12 426.20
- ...
IE(6 -E)= 426.20
AT EXIST. GROUND
Ian
IrELEVA77ON
I r-ELEVATION AT FINISH GRADE
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: : DATE: SI9
BYP `
DATE:f
BY: DATE:
BY: DATE:
CITY OF RENTON
Approved by: Date:
Approved by: Date:
Approved by: Date:
Date:
DRIVEWAY TABLE
I,t
LOT
Land Use Conwlillg• Roject Management
STATION, OFFSET
91""TR
M07H
12
STA
27 +80.99,
13.00'
RT
18'
13
STA
Ln
10
RT
18'
14
STA
26 +97.99,
13.00'
RT
18'
21
STA
27 +84.48,
13.00'
LT
18'
22
STA
27 +56.48,
13.00'
LT
18'
23
STA
26 +80
13.00'
27 +20
18'
27 +60
28 +00
28 +40
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: : DATE: SI9
BYP `
DATE:f
BY: DATE:
BY: DATE:
0 SO 20
VERT. IN FEET
0 20 40
HORIZ. IN FEET
c",,. urnO M14CFH�nsu Un..uo.aIWPP�aes- e4.Anprovedbv:
CITY OF RENTON
Approved by: Date:
Approved by: Date:
Approved by: Date:
Date:
DRIVEWAY TABLE
CONSTRUCTION PERMIT APPROVAL
LOT
Land Use Conwlillg• Roject Management
STATION, OFFSET
91""TR
M07H
12
STA
27 +80.99,
13.00'
RT
18'
13
STA
27 +52.99,
13.00'
RT
18'
14
STA
26 +97.99,
13.00'
RT
18'
21
STA
27 +84.48,
13.00'
LT
18'
22
STA
27 +56.48,
13.00'
LT
18'
23
STA
27 +06.48,
13.00'
LT
18'
0 SO 20
VERT. IN FEET
0 20 40
HORIZ. IN FEET
c",,. urnO M14CFH�nsu Un..uo.aIWPP�aes- e4.Anprovedbv:
CITY OF RENTON
Approved by: Date:
Approved by: Date:
Approved by: Date:
Date:
1
CONSTRUCTION PERMIT APPROVAL
JBS
Land Use Conwlillg• Roject Management
JBS
91""TR
`�""
N/A
wxtv� Want
° �°'°��'
DATUM
F> ,} CITY OF
� RENTON
Planning /Building /Public Works Dept.
_
ehhnW(425)28S239D I FAX 1425728523&4
.05/01/1
AMIE B. SCHROEDER, PE
d0r" PETER EVANs
01 M°'
IE 9. SCHROEDER. PE
Wm ac ioi
NO.
REVISION
BY
DATE
APPR
ApPROVED
CONSTRUCTION NOTES
O SPILL CONTROL TEE PER CDR STD. PLAN 237.00
O2 SAWCUT 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 COR STD. PLAN F012 -2
6O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103
O ROADWAY SURVEY MONUMENT NTH CASE PER CDR STD.
PLAN H031
OCEMENT CONC. SIDEWALK PER CDR STD. PLAN F005 -1 AND F007.
WIDTH PER PLAN.
9OTIP. CEMENT CONIC. VER71CAL CURB AND GUTTER PER CDR STD.
PLAN FOO1
6" PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN
f0 COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX.
LENGTH AND UPSTREAM INVERT ELEV. PER PLAN
if SIDEWALK RAMP TYPE 1D PER CDR S7D. PLAN F010
12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR SID. PLAN F004 -4.
REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND IMD7H
13
MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION
BOX UNIT PER COR 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 111 BARRICADE PER CDR STD. PLAN HOIB
REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT
19 DETAIL ON SHEET C3.102
0 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
07HERWISE 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 C3.102.
3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED
W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR
S7D. PLANS 204.00 AND 204.20 UNLESS N07ED 07HERWISE.
"I'; /" `,
R- 372316
cp-1.1
LIBERTY GARDENS D2/21/1'
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
vss
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ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.05
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CONSULTANTS
Sete Planning • GMI Bgneedng
CALL BEFORE
Land Use Conwlillg• Roject Management
YOU DIG
1-800. 4245555
r33mn ASenua Sine 5001 wnJma. Wn9atti3
ehhnW(425)28S239D I FAX 1425728523&4
W W W- CDhconsultents.com
oAn
LIBERTY GARDENS D2/21/1'
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
vss
owWrc "c:
ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.05
cD - ra - -5 r (a IAI-IN
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