HomeMy WebLinkAboutR-419305L0
Ful
I 30'
/ EX SIDEWALK & CURB AT
/ CONNECTION POINT TO BE
REPLACED TO NEAREST JOINT
I I
PER COR STD PLAN 110.1
CURB TRANSITION, SEE DETAIL
/ I SHEET C3.31
/ PUGET POWER ESM'T REC.
/ NO. 8404060488 COMMUNICATION o
PUGET POWER ESM'T REC. NO. ESM'T REC. NO. 8405040925 21*33.67, 18.45' L
/ 8404060488 DRAINAGE & UTILITY d� END REMOVAL OF EX
ESM'T REC. NO. 8411060415 I \ CURB &GUTTER &
INS TALLA TION OF NEW
d CURB & GUTTER
--�- - ----- ---- ---- — — — — — — — ---- -- — / — — — — — /
\ ag' a�'\ 2' I I
_ _ _ _
BM A'
\------- ---� r-------- ,---------� I I I
5 DRAINAGE & UTILITY PLANTS
ESM'T REC. N0. 8411 I �� I / I / — _ r- / / 5' SIDEWALK
I , I, I I
2' ROW EX/STING 30 ROW I
I I I I I( DED/CAT/ON
II
SAWCUT I I
5 2sSF � 1 1 1
- / 1 SECTION B_ B ,n
PAD / 1 I THIS SHEET
469.7 <"' I o \
��.
CALL: 1" = 10'
0 5 10 20
CB
RIM=471.88
INV. 12"(N)=470.42
INV. 12"(S)-470.36
o
o I I I I I 7,561 SF I I 20' BSBL I I J \ I 20 BSBL- \ /
5 BSBL
I I PAD I / o oo I I I CEMENT CONCRETE TRAFFIC CURB
I I 467.0 (� ���� — & GUTTER PER COR STD PLAN
I p�6� I I \ I \ =101, SEE DETAIL SHEET C3.31
I I I PRIVATE STORM
I I I EASEMENT I I 10' PR/VA RO w\ o
= I I I I 1 I I I l UTILITY EASEMEN \ 170E SF \ I =
—�— — — W
I I / I \ I I A I\ V I
/ I I I al \ I — — — — — I I Pj
F.
\ / I
� J
12 08 2f0 I I i r----------------------------------�� i 11f00 RELOCATE EXELEPHONE d 10 0 9 5 \
I I I I \ I s TRACTA PEDESTAL COORD ATE WITH
i
i
I —
I ,' I
\ \`� ;
�`'
2,132E SF
UTILITY OMPANY
I
`
\
z�
I
..
d
•.I
----1-------------------------------------
I �
\
I
I
I
II
I \
Q
I
I
I
----------
\
ag
\
all
I
I
I
CL
- N89 51 '03"W 178.00 A -
------———
—— ----
— — — — ——PUGET POWER ESM'T REC. NO.
SET LEAD &
I
\
8404060488 DRAINAGE & UTILITY
SECTION A -A
TACK I
I I I
ESM'T REC. N0. 8411060415
THIS SHEET
I
I
I
i
LOT 3 CEMENT CONCRETE TRAFFIC CURB
& GUTTER PER COR STD PLAN
SOUTH E' ( E
MOW CURB 0.1' (S)
d I
I
I
PA
NW
24.5' ACCESS AND UT/L/TY EASEMENT
v 16'
0
8' 8' 8'
I
2X- 0. 5,
CEMENT CONCRETE TRAFFIC CURB
& GUTTER PER COR STD PLAN
101, SEE DETAIL SHEET C3.31
2" HMA CLASS 112" PG 64-22
- 4" HMA CLASS 112" OR 1 " PG 64-22
4"1 114" MINUS CRUSHED ROCK BASE COURSE
PER WSDOT STD SPEC. 9-039(3)
SECTIONA A
TRACTA
NO SCALE
101, SEE DETAIL SHEET C3.31 I � d . I
EX SIDEWALK &CURB A T I
CONNECTION POINT TO BE
REPLACED TO NEAREST JOINT
PER COR STD PLAN 110.1 o
I
I I I
I I
I I I
PUGET POWER ESM'T REC. NO.
8404060488 COMMUNICATION ESM'T
REC. NO. 8405040925 STUB
2' ROW RIW EX. 30' ROW EX. 30' ROW R/W I I
�D/CAT/ON 3' f 18.5' EX PA VfMEN T I I I
5' 8' SSMH ,
S/W LAN 2' 16' CB RIM472.11
11 RIM471.60 INV.8"(N)=463.01 ss
20f 65.17, 18.45' L
DRI VEWA Y CL
22' CEMENT CONCRETE DRIVE -HAY
ENTRANCE TYPE RIB PER COR
STD PLAN 104.3, SEE DETAIL
SHEET C3.,31
20f 48. 67, 18. 45' L
BEGIN REMOVAL OF EX
CURB & GUTTER &
INSTALLATION OF NEW
CURB & GUTTER
3' CURB TRANSITION, SEE DETAIL
SHEET C3.31
CONTRACTOR TO GRIND &
0VERLAY EX ROAD PER COR
TRENCH RESTORATION & STREET
0VERLAY REQUIREMENTS
2-1MAXSLOPE' 29 6) INV.12 (N)=468.97 (CTR. OF CHANNEL o0
__---
SLOPE VAR/ES
- RECORD DRAWING R-4 7 9305
SIDEWALK PER COR STD PLAN 102 !/��\��%�/��\��\�� �===T�T�TT�T---------=======-=� —
CEMENT CONCRETE TRAFFIC CURB & GUTTER PER
COR STD PLAN 101, SEE DETAIL SHEET C3 31
CURB & GUTTER REPLACEMENT PER COR STD
PLAN 103, SEE DETAIL SHEET C3.31
PROJECT NO. 21019
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
�,ZDEKp
M
�����F•wq�yjtic�P-110000
� CIVIL ENGINEERING
'y LANDSCAPE ARCHITECTURE
SECTION B-B o 41 41846 PLANNING
• SURVEYING
FIELD A VE NE �0��`��I�NAL EN*� �� DESIGN
1210O NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
4-26-2023
SURVEYED: XXX SCALE. HORIZONTAL: NAD 1983/1991 __ ' CITY 0 F
DESIGNED: SHY r ,-.�
DRAWN: SES R E N T O N ONE INCH DATUM ROAD & GRADING PLAN
CHECKED: SHY AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SHY SCALE ACCORDINGLY
NO SCALE
NOV 2021
FIELDBOOK:
PAGE:
DRAWING NO:
C3. 01
SHEET: 5 OF: 15