HomeMy WebLinkAboutR-382011SE 1/4, S W 1/4, SEC. O5, T. 23 N., R. 05 E., W. M.
KING COUNTY, WASIQLGTON
SCALE: 1" = 20'
MM6 1
20 10 0 20 40
CB#3 (PUBLIC)
STA: 2+76.72, 17-L
RMI. 44.00
IE: 39.00, 12'0
IE: 39.33, 810
(CONTRACTOR TO FIELD vERrtY
DEPTH & LOCATION OF MANN
IMUER AMI N. F COWILICTS ARISE
USE CONOWT WffT FER Gore STA)
40
30
EX. CB#S
W/ SALAD LOCOW LAD
STA: 5+02.76, 171
RIM: 35.70
IE: 31.12
13+00
►t. .�c.w +c s, wry, a/trv�vJ
IE: 32.98 (12"0, LCPE, E) (PUBLIC)
IE: 38.00 (12"0, LCPE, NE) (PUBLIC)
ER
R
= = EX. SS H #3
T f 'l ^
+)V 'L, 26.5
74
R-381 ___ 0
•
1
unow wwr: bMow.
CaN bdore you aq.
UTILI77'CONFLICTNOTE.•
PAVEMENT RESTORATION AS PER THE CITY OF RENTON STANDARD TRENCH RESTORATION
AND PAVEMENT OVERLAY STANDARDS WILL BE APPLICABLE.
TRENCHES (RQAD CROSSINGS):
A) THE MINIMUM WIDTH OF A TRANSVERSE PATCH (ROAD
CROSSING) SHALL BE SIX AND ONE-HALF FEET (6.5).
SEE CITY OF RENTON STANDARD PLAN DRAWING IHR -23
(SP PAGE: H032A).
B) ANY AFFECTED LANE WILL BE GROUND DOWN TWO INCHES
(2") AND PAVED FOR THE ENTIRE WIDTH OF THE LANE.
C) THE PATCH SHALL BE A MINIMUM OF ONE FOOT (1 )
BEYOND THE EXCAVATION AND PATCH LENGTH SHALL BE
A MINIMUM OF AN ENTIRE TRAVELED LANE.
D) IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE
FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE
ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED.
E) AN AREA INCLUDING THE TRENCH AND ONE FOOT (1 ) ON
EACH SIDE OF THE TRENCH BUT NOT LESS THAN SIX
AND ONE-HALF FEET (6.5') TOTAL FOR THE ENTIRE WIDTH
OF THE AFFECTED TRAVELED LANES WILL BE GROUND
DOWN TO A DEPTH OF TWO INCHES (2"). A TWO-INCH
(2") OVERLAY OF CLASS B ASPHALT WILL BE APPLIED
PER CITY STANDARDS.
TRENCHES RUNNING PARALLEL WITH THE STREET.•
A) THE MINIMUM WIDTH OF A LONGITUDINAL PATCH SHALL BE
FOUR AND ONE-HALF FEET (4.5). SEE CITY OF RENTON
STANDARD PLAN DRAWING IHR -05 (SP PAGE H032).
B) IF THE TRENCHING IS WITHIN A SINGLE TRAVELED LANE,
AN ENTIRE LANE -WIDTH OVERLAY WILL BE REQUIRED.
C) IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE
FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE
ADJACENT TRAVELED LAND AFFECTED WILL BE OVERLAID.
D) IF THE TRENCHING IS GREATER THAN OR EQUAL TO 30%
OF LANE PER BLOCK (660 FOOT MAXIMUM BLOCK
LENGTH), OR IF THE TOTAL PATCHES EXCEED 12 PER
BLOCK, THEN THE LANES AFFECTED WILL BE OVERLAID.
MINIMUM OVERLAY SHALL INCLUDE ALL PATCHES WITHIN
THE BLOCK SECTION.
E) THE ENTIRE TRAVELED LANE WIDTH FOR THE LENGTH OF
THE TRENCH AND AN ADDITIONAL TEN FEET (10) AT
EACH END OF THE TRENCH WILL BE GROUND DOWN TO A
DEPTH OF TWO INCHES (2"). A TWO-INCH (2-) OVERLAY
OF CLASS B WILL BE APPLIED PER CITY STANDARDS.
CAUTION.-
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF
ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
PLANS OR NOT, BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION
PRIOR TO CONSTRUCTION. THIS AND THEN SHALL
INCLUDE CALLING UTILITY LOCATE O 1-800-424-5555
POTHOLING ALL OF THE EXISTING UTILITIES AT
LOCATIONS OF NEW UTILITY CROSSING_ S TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS
OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE
BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD
OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT
ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS
PRIOR TO PROCEEDING WITH CONSTRUCTION.
11 R k
I S T E G
Sj oNAL
i -oJr--1 A appoe
NOTES:
1. ALL PROPOSED CATCH BASINS ARE TYPE 1 WITH GRATED LOCKING LID
UNLESS OTHERWISE SPECIFIED PER COR STD 200.00 AND INSTALLED
PER COR STD 202.00
2. ETHOFQAM PAD WILL BE PROVIDED IF VERTICAL SEPARATION BETWEEN
UTILITY PIPES AT CROSSINGS IS LESS THAN 12 INCHES.
CTlY OF RENTON
APPROVED BY� DATE:
APPROVED BY- L� DATE: 9h I lS
APPROVED BY. DATE.
2 2ND BUILDING REVIEW BRK 08-19-201
1 BUILDING PERMIT SUBMITTAL BRK 04-06-201
REV. NO. DESCRIPTION INITIALS DATE
1NSI"T 1"ININKING CO.
P.O. BOX - 1478
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFO@INSIGHTENGI EERING.NET
SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N.
RENTON, WA 98056
TAX ACCOUNT NO.'S: 3344500007
PERMIT NO: UI 5002518
FSE 1149 SW 114, SEC. OS, T. 23 N., R.05 E., W.M.
LEGACYRENTON
DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.:
130623-FINAL.DWG JRC 11-04-2013 1"20' 13-0623
SHEET
OFFSITE DRAINAGE PLAN C4.3
& PROFME
D
<
z
8
c
Jl -
Uz
m
m
CD
m
D
x
[ \
c
D
8
o Z
CD
W
CD
L
x
[ \
z
0 �C
bd
C
o-
y
�
z
m
z
m
m
D
D
8
o Z
CD
W
CD
C�
0 �C
bd
y
�
z
D
8
W