HomeMy WebLinkAboutR-373213IL
W
0
0
J_
LL
U)
z Q
U W
w
'om Y
0- CIE:
n-
roll
>0
W
J
TYPE
490
470
460
450
430
NE 114, NW 114, SEC.14, TWP.23N., RGE. 5E., W.M.
�F -472 -�
II 7, SF \ \ \ I i 7.8366 SF 8,064 SF�
�� ll I FFE 4J2.2 V A 10 I I FFE =482.4 I FFE =487.0
I�
7,775 v I A SF ', I
-470V I C81M 1)Y E 1 2 I A FFE- I 1 CB121,TYPE 1 v I
i \ I STA 30 +29.129, 29.50' LT \ -477 I I STA 31 +88.87, 8.25' LT
/ I I RIM -4 80 V V
1 r I I CB121A,TYPE,1 1
l I TIP, 4- r IE(8S) =469 00 STA 31 +30.74, 12.50' LT I 21
r 1 22 I I \ STA 31 +88.07, 2 . ' LT
lr I I 21LF" LPE \ \ I 1 \
S=O. 0% 1 66LF 10 I I \ I I RIM = 482.20 y
CB114 T1PI i j r B \ I 1 IE(8 S)= 479.50 i\
T I I ; / STA 3 +3 .01, 8.25' LT I IE =474.3 1 .10 V I v v A
I 21LF 8" LCPE
I 1 5 1 tR - nq - \RD - R IRD I _ \\ I I S =0.50% I \\
1 STA 0 +61.49, 1250 LT I I 1 STA 31 +91.59, 1 .5 ' IT
A�� r v 1 22 O
h \
C NE ; I -vR� 1 P \ 1 \ !-� . I:\I TTP. i \ -
t 4 41
RT 3G 0
fib• 1 SS
SS
\ _I d R4180.5' 3 11
25.45' RTI
(n
LLJ
t 16 68.32, -9'_RT I4j
STA 33'1 :V 8 17 R �\ ���\� `STA,3J2+J4.88,�i RT• Q
PIZ
CL _ Q
N'3 1: I Ix TA:y5,, 16.24�RT ��\ \TA 31+b8.40\ 18 T 22 \
-- ---- __ATRACTA-
i
II a I I -- - $T9R�r2S4�
SEE C3.04 SEE C3.20
DRIVEWAY TABLE
LOT
STATION, OFFSET
WIDTH
9
32 +06.92, 9' LT
16'
10
31 +45.34, 9' LT
16'
11
30 +78.32, 9' LT
16'
POND
ACCESS
30 +77.38, 9' RT
20'
CURB RETURN TABLE
NO.
RADIUS
L
d
TL LOCA77ON
O
30.0'
479'
9123'28"
PT =30 +28.47, 39.73' RT
4/2 =30 +36.99, 18.05' RT
PC =30 +58.46, 9.0' RT
0 10 20
„..
IOW PT STA:: 30 +30.27::
„-
::: ....
Approved by:
VERT. ' " FEET
......
UTILITY PERMIT
......:....
Date:_
LOW PT EL: 471.27',..
NO. U13002729
.........
Date:_
..
........,
..,_
Aoorovedbv:
..
.:
PVI STA :..:..30 +45.00 :..:..
:...
-
.._.
.:... -
N0.
-
(�
.500
_.......
APPR
I -
APPROVFD
_._..
PW EL: 470.87
_
_._.
O
...:
::
50.00' VC
-
W
..
+.<
+c�i
.......:.
::
..
_.; _ _ .._.. FINISH. GRADE
®
: .
.. 490
-+
6i
OiW
ROADWAY q
.....:...:...
... .
EXISTING GRADE -
..
-:
....
.....
o�^
�mm
::
ww
®ROADWAY¢::
: ::
+�^
ova_--
T9
-..- •. -
.�.
480
.....all
�ZJ
�Zw
QJ
__- --
....-
34LF 12' LCPE
.....
....
5 -0.459
...151 LF. 12" LCPE
_ -----
--
.::::
: 200:=
_
�T09 %:-
_
08120 TYPE 1 -L
....:...:
.:�'
...
_._ _
_�. :_
,_S
RIM = 481.57 _.�
....:...
W.....
470
_ �. _
_ - '
IE(12"W)= 478.25
w
-
IE(12WE)= 478.25
C912 TYPE
- --
- -
-C8S10 TYPE 1 -L
-
rn
-
IE(127SW1=478.60
-
-
RIM 471.10
QE 8 )z=479.39
_.:
:..
v
IE(12'E)= 467.58
_., ..
..
: ..
_... 480
-
.460
IE(12'N)= 46758...
:..
....:
-¢
IE(1213)= 467.58
:
25LF 12" LCPE
....
........
470
3 LF 12" LCPE
n
... :.
..
- 470.:
- --
450
0
RIM- 471.12
440
460..:
:IE(12'S)I 467.73
...
IE(8 "N)- 468;89
ELEVA77ON AT EXIST. GROUND -
- - - - -
-
-
ELEVA77ON AT FINISH: GRADE
430
ELM
^'M o:r?
N',.h
N -:�2
30 +00
30 +40
30 +80 31 +20
31 +60
32 +00
32 +40
0 10 20
„..
CITY OF RENTON
„-
. MRCH AN -. PL-
EV
Approved by:
Date:
VERT. ' " FEET
O 20 0
UTILITY PERMIT
Approved by:
Date:_
HORIZ INFEEr
NO. U13002729
Approved by:
Date:_
OWffWo20130RNCawuaem ; t AaRWISRSaervM.
Aoorovedbv:
Wes- Date:
NOTE: ALL CURB DATA IS PROVIDED AT FL AT FRONT FACE OF CURB
R -3132
O SPILL CONTROL TEE PER CDR STD. PLAN 237.00
OSAWCUT REMOVE AND REPLACE EXIST. HMA PAVEMENT, MIN.
PAVEMENT SECTION TO MATCH EXIST.
O3 PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.102
O APPROX. LIMIT OF GRADING
OTYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET.
F- 40.15 -02
6O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.102
OROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN NO.
H031
OCEMENT CONC. SIDEWALK PER CDR STD. PLAN NO. F007. WIDTH
PER PLAN.
OTIP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR DWG
F001
6" WHITE PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN
10 COLLEC77ON PIPE PER CDR STD. PLAN 225.00, APPROX. LENGTH
AND UPSTREAM INVERT ELEV. PER PLAN
11 TYPE 2 PERPENDICULAR CURB RAMP PER WSOOT STD. DET.
G
F- 40.15 -02
12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4.
REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA77ONS AND WIDTH
MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC77ON
13
BOX UNIT PER CDR STD. PLAN H026
GROUND MOUNTED STREET NAME SIGN PER CDR SID. PLAN G013
14 W/ STOP SIGN
ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ PURVEYOR
15
STANDARDS
16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022
17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021.
18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4 -D. SIGN
8
INSTALLA7ION PER CDR STD. PLAN G012
79 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT
0
DETAIL ON SHEET C3.102
020 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER COR STD. PLAN
204.30
21 SOLID LOCKING LID PER CDR STD. PLANS
22 'NO PARKING ANYTIME" SIGN INSTALLED PER CDR SID. PLAN G012
NOTES:
1. ALL DRAIN PIPES (SD) SHALL BE 12- LCPE UNLESS N07ED
OTHERWISE ON PLANS OR PROJECT DETAILS.
2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL
BE VIA PERFORATED PIPE CONNECTION.
3. ALL CATCH BASIN LOCA77ONS REFERENCED TO CENTER OF
STRUCTURE GRATE PLACEMENT SHALL BE PER STRUCTURE
PLACEMENT DETAIL ON SHEET C3.102.
4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED
W /RECTANGULAR METAL FRAME AND VANED GRATE PER COR
SID. PLANS 204.00 AND 204.20 UNLESS N07ED OTHERWISE.
5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS
WILL BE APPLICABLE.
6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST
BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS.
KEYMAP
CP H
13 CONSULTANTS
Site Planning • L1nl Engneefing
CALL BEFORE land Ilse CUSalfing• Projed Management
YOUO10 73371AAwfue ,SuitelDDltWItlaMK'A98033
7$00- 424.5553 r (425) 28523901 FAX (425) a8&zae7
www.cDhconsultants.com
MAPLEWOOD PARK EAST 5/30/14
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS f°DB001`
twa:
ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.02
rz! -2'�7'a:)_ ( 3
a `
°o
z O
m C
D
„..
.,..i .-
„-
. MRCH AN -. PL-
EV
N/A
u . NM
w �^ t�°�Por
DATUM
e. ,} CITY OF
.� RENTON
Planning /Building /Public Works Dept.
RYAN - CHAUSLE
� PETER EVANS
, �,Rr �
"E1°II
AMIE B. SCHROEDER, PE
_„y,
A.RUSnue
F NOT atc aaat
scut AC0p1p"
N0.
REVISION
BY
DATE
APPR
I -
APPROVFD
O SPILL CONTROL TEE PER CDR STD. PLAN 237.00
OSAWCUT REMOVE AND REPLACE EXIST. HMA PAVEMENT, MIN.
PAVEMENT SECTION TO MATCH EXIST.
O3 PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.102
O APPROX. LIMIT OF GRADING
OTYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET.
F- 40.15 -02
6O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.102
OROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN NO.
H031
OCEMENT CONC. SIDEWALK PER CDR STD. PLAN NO. F007. WIDTH
PER PLAN.
OTIP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR DWG
F001
6" WHITE PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN
10 COLLEC77ON PIPE PER CDR STD. PLAN 225.00, APPROX. LENGTH
AND UPSTREAM INVERT ELEV. PER PLAN
11 TYPE 2 PERPENDICULAR CURB RAMP PER WSOOT STD. DET.
G
F- 40.15 -02
12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4.
REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA77ONS AND WIDTH
MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC77ON
13
BOX UNIT PER CDR STD. PLAN H026
GROUND MOUNTED STREET NAME SIGN PER CDR SID. PLAN G013
14 W/ STOP SIGN
ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ PURVEYOR
15
STANDARDS
16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022
17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021.
18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4 -D. SIGN
8
INSTALLA7ION PER CDR STD. PLAN G012
79 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT
0
DETAIL ON SHEET C3.102
020 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER COR STD. PLAN
204.30
21 SOLID LOCKING LID PER CDR STD. PLANS
22 'NO PARKING ANYTIME" SIGN INSTALLED PER CDR SID. PLAN G012
NOTES:
1. ALL DRAIN PIPES (SD) SHALL BE 12- LCPE UNLESS N07ED
OTHERWISE ON PLANS OR PROJECT DETAILS.
2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL
BE VIA PERFORATED PIPE CONNECTION.
3. ALL CATCH BASIN LOCA77ONS REFERENCED TO CENTER OF
STRUCTURE GRATE PLACEMENT SHALL BE PER STRUCTURE
PLACEMENT DETAIL ON SHEET C3.102.
4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED
W /RECTANGULAR METAL FRAME AND VANED GRATE PER COR
SID. PLANS 204.00 AND 204.20 UNLESS N07ED OTHERWISE.
5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS
WILL BE APPLICABLE.
6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST
BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS.
KEYMAP
CP H
13 CONSULTANTS
Site Planning • L1nl Engneefing
CALL BEFORE land Ilse CUSalfing• Projed Management
YOUO10 73371AAwfue ,SuitelDDltWItlaMK'A98033
7$00- 424.5553 r (425) 28523901 FAX (425) a8&zae7
www.cDhconsultants.com
MAPLEWOOD PARK EAST 5/30/14
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS f°DB001`
twa:
ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.02
rz! -2'�7'a:)_ ( 3
a `
°o
z O
m C
D