HomeMy WebLinkAboutR-373217LLI
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j I CB140A, TYPE 1 \ \ I \
O STA 13 +05.35, 35.00' LT j \
RIM = 481.00 \
V I \ IE(8 S)= 477.00 \ \ I IE=
WI I\ 23LF 8" LCPE \V
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\ 81139 SF \ \ 8,286 SF
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489�q 3,193 SF \-./E =491.0 \
CB160, TYPE 1-
- _ \ STA 20 +45.01,
NE 1/4, NW
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SEC.14, TWP.23N., RGE. 5E., W.M. R=3732 I
SEE C3.01 7
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CB161, TYPE 1 \ \ 1 l \
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STA 20 +44.37, 12.25' RT II I I
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— ° —E_ `�_- -_ /- i \ 15 1 CB200, TYPE 1 �� II Ili 5' AC PATH
�— _ — - -- �� - -___�_ — _ T I STA, 16 +84.54, 12.26LT �J i \
M �� — CB210, TYPE 1
STA 16 +99.70, 20.891 LT
CONN. TO EXIST. 12" D
EXIST/ 12" CUL T
TO REMAIN
Q -. -.STA 134-05.70, 12.22'.LT -
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— — W W \ W aJ \. Nr ST 15 +20.13, 14.79' LT \ N \ CB -' __'r c \ , i ` .STA 17 +05.75, 1.00' L
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V W. —w STt 15 +91.80, 1�5' LT ND- IMPROVEMEN -T
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\ ROW BT �_ BT _ _ BT BT T _ s— _ — = 7 _ - �.6i ::
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a0 Oe INT 15 +49.87 NE 2ND STREET — — \B� TT — �T — BID —�-� —_ BT BT !
FOUND %' REBAR & CAP 7 = 20 +08.29 SHADOW AVE NE v1�I }$5 8, 3.00'TT
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L. S. #17663 Oe \ I B 9 AND CURB, SIDEWALK
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2.4' NORTH OF , /
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5 RIGHT-OF-WAY 5 5 \ n I FOUND Vo REBAR & CAP
FOUND /a" REBAR &CAP 20' NORTH OF 16TH SPLIT FOUND / "REBAR &CAP 7 "
U SPILL CONTROL TEE PER CDR STD. PLAN 23700
2 SAWCUT 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.
HO31
OCEMENT CONC. SIDEWALK PER CDR STD. PLAN NO. F007. WIDTH
PER PLAN.
OTYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR DWG
F001
6" WHITE PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN
10 COLLECTION PIPE PER CDR STD. PLAN 225.00, APPROX. LENGTH
AND UPSTREAM INVERT ELEV. PER PLAN
11 TYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET.
F- 40.15 -02
12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4.
REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH
O13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION
BOX UNIT PER CDR STD. PLAN H026
GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013
14 W/ STOP SIGN
15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ PURVEYOR
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
INSTALLATION PER CDR STD. PLAN G012
19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT
0
DETAIL ON SHEET C3.102
020 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR STD. PLAN
204.30
21 SOLID LOCKING LID PER CDR STD. PLANS
22 NO PARKING ANYTIME" SIGN INSTALLED PER CDR STD. PLAN G012
480
...........................
470
... - _- _- _...........
460 KEYMA_
450 ti ya
H
w
440 PSS!
CP H
' CONSULTANTS
Site Poanning • Civil Fngit4ering
CALL BEFORE Land Use Om Ong Rojed Manag% M
YOU 445 7337th AVemw, aaae 1001 291 AWA 91033
7- 8004243555 mare(42)22&x390 l FAX(425)2852389
www.cphconsultants.com
ouc
MAPLEWOOD PARK EAST 5/30/14
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS f°paaa"
owwws ra
ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.06
C 'D, -r2- r�;-? 3 a 17 1A1-
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NOTES:
1. ALL DRAIN PIPES (SO) SHALL BE 12 "LCPE UNLESS NOTED
510
OTHERISE ON PLANS OR PROJECT DETAILS.
2. CONNEC7ION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL
BE VIA PERFORATED PIPE CONNECTION.
3. ALL CATCH BASIN LOCA7IONS REFERENCED TO CENTER OF
STRUCTURE GRATE PLACEMENT SHALL BE PER STRUCTURE
PLACEMENT DETAIL ON SHEET C3.102.
500
4. 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.
5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS
WILL BE APPLICABLE.
6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST
490
BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS.
480
...........................
470
... - _- _- _...........
460 KEYMA_
450 ti ya
H
w
440 PSS!
CP H
' CONSULTANTS
Site Poanning • Civil Fngit4ering
CALL BEFORE Land Use Om Ong Rojed Manag% M
YOU 445 7337th AVemw, aaae 1001 291 AWA 91033
7- 8004243555 mare(42)22&x390 l FAX(425)2852389
www.cphconsultants.com
ouc
MAPLEWOOD PARK EAST 5/30/14
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS f°paaa"
owwws ra
ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.06
C 'D, -r2- r�;-? 3 a 17 1A1-
y
r
° O
Imo C
D
y �
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