HomeMy WebLinkAboutT-395501O
75
O
U
z
O
z
W
rr
U
U)
_ o
—z
Q
MAIN
CB—
OP=32.35 TOP=32.7
,IV=29.97 INV=28.7
INV=29. �
INV=29. (
�I VE
Q
AND
G G—
ICT DRIVE
--- ----
---- -- - ,UCT
JgiD _—
—Fi �C
12+22.56
SIDEWALK
G
� Tv P V
8
mTV
y�r
BRICK \
CONCRETE SIDEWALK WHITWORTH AVE S
COORD STREET RESTORATION T
FOR CAPPED WATER SRVC
(RESTORATION BY COR) ME11
ST 112'+76.56 24. ';TH
EX GAS VALVE R LAC EX C�CA T
BE REMOV W/ PE HH. S� N T
�� Q P� F
cn
cn O
'�? 2 6.1
—TELEPHONE VAULT
I11111I%ifrru
design PLLC
A CIVIL ENGINEERING COMPANY
219 First Avenue S., Suite 401
Seattle WA 98104
206 402 4644
TV AND TEL NOT
LOCATED IN THIS AREA
SIDEWALK STA 13+07.34, 24.3' RT
EASEMENT REPLACE EX CENTURYLINK
HH W/UTILITY VAULT 466TA.
SEE NOTE 4
NV=30.6
BUILDING 400
2 BID ADDENDUM # 1
3 BID ADDENDUM # 2
5 CONSTRUCTION ASI-1
N0. 1 REVISION
BRICK
08 18 2017 SURVEYED_
08 29 2017 DESIGNED:
11 15 2017
DRAWN: TTG
TTG
CHECKED:
WE
BY DATE APPR APPROVED:
BRICK
GAS VALVE
�aa
TELEPHONE JAuL_ I
�f
j
z
m
Q
SCALE:
VERTICAL: NAVD 1988
1 " = 10' HORIZONTAL.* NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
LEGEND
Q
L
DATUM
NAVD 88
RESTORE EX ACP OVER PCCP
PER COR STD PLAN 110 AND 110.1
2" GRIND AND HMA OVERLAY
SIDEWALK PER NOTE 6
0
SIDEWALK PER COR STD
PLAN 102 W/LAMP BLACK
PIGMENT TO MATCH EX.
SEE NOTE 7 z
CEM CONC DRIVEWAY PER
COR STD PLAN 104.4
NOTES
1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES.
2. RESTORATION FOR ALL UTILITY CUTS IN EXISTING PVMT SHALL BE PER CITY OF RENTON TRENCH
RESTORATION AND OVERLAY REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON
AS REQUIRED AND SHALL PAY ALL COSTS FOR RESTORATION.
3. REMOVE EXISTING FEATURES AS REQUIRED FOR CONSTRUCTION OF NEW IMPROVEMENTS.
4. VAULT/HH/METER BOX COVER SHALL BE AS FOLLOWS:
- WATER METER BOXES: ARMORCAST POLYMER CONCRETE COVER W/ NONSKID SURFACE
- STREETLIGHT/IRR: FOGTITE CITY OF SEATTLE TYPE 1 HH NONSKID GALV. COVER
- ELEC/COMM/PRIVATE UTILITY: SAME FINISH AS STREETLIGHT/IRR. COVERS
5. SIDEWALK AND CURB RESTORATION SHALL BE TO THE NEAREST JOINT.
6. SIDEWALK SHALL BE MEDIUM LIGHT SANDBLAST FINISHED WITH 0.5" DEEP, 2'x2' SAWCUT SCORE
JOINTS. CONSTRUCT 4'x4' MOCKUPS AS REQ. TO OBTAIN COR APPROVAL OF SANDBLAST FINISH
AND SCORING PRIOR TO CONSTRUCTING PERMANENT WALK.
• BLAST MEDIUM - #360 MESH SILICON CARBIDE - SEE SHEET C7.6 FOR SPEC
• AIR PRESSURE - 100-110 SI
• HOSE DIA - 1 "
• HOSE LENGTH - BETWEEN 50'MIN-100'MAX
• SPRAY NOZZLE - #5
• APPROXIMATE DISTANCE FROM NOZZLE TO BLASTING SURFACE - 1'-2'
• SPRAY DURATION - 5-10 SECONDS
• SPRAY PATTERN - CONSTANT CIRCULAR OVERLAPPING MOTION.
• SURFACE PREPARATION - CLEAN AND DRY
7. CONTRACTOR TO CONFIRM SIDEWALK PIGMENT COLOR WITH CITY OF RENTON PRIOR TO
INSTALLATION.
5
8. CONTRACTOR TO REPLACE RAISED PAVE NT R GS ALON R ADWAY EN LI
NECESSARY PER COR STD PLAN H007 AND H007.2
CALL 48 HOURS
BEFORE YOU DIG!
811
CITY OF } F
RENTON
Planning/Building/Public Works Dept.
STREET
TREE TABLE
STA LOCATION
TYPE
12+48.6, 22.5' RT
ACER GRANDIDENTATUM
'SCHMIDTH'/
ROCKY MOUNTAIN GLOW
MAPLE
��12+92.6,
ACER GRANDIDENTATUM
'SCHMIDTH'/
ROCKY MOUNTAIN GLOW
MAPLE
N,
O
T
CU
T
Q
J
O
O
T
ri7
T-395501 R-395508 LU
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
RENTON COMMONS LLC
215 WHITWORTH AVE S, RENTON, WA 98057
ROW FRONTAGE IMPROVEMENT
AND RESTORATION PLAN
m
U)
z
0
5
2
0
CU
z
O
DATE:
11/15/2017
FIELDBOOK:
PAGE:
DRAWING NO:
C6.0
,z
SHEET: Q OF: 15