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SHELL STATION TACO TIME
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STA 2+79, 62.0' LT ---
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STA 2+79, 51.0' LT STA 2+99, 62.0' LT TEMPORARY S 5 1 9.7' LT
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' EX AP CONSTRUCTION __-_ STA 1 +29, 34.2' LT 1 EASEMENT (TYP) STA 4+94, 51. ' T
1 ' ' ' • • ' ' ' �' STA 2+99, 52.0' LT-'l STA 4+74, 52.0
12 - STA 3+00 4 L ® J (3) 14
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LEGEND:
SAWCUT LINE
AUTO ZONE
SILT FENCE
' o a o o TEMPORARY SECURITY FENCE
x x TEMPORARY CONSTRUCTION FENCE
REMOVE STORM SEWER PIPE
o 0 0 - o - o - o - ABANDON STORM SEWER PIPE BY
' SAWCUT TO EX JOINT FILLING PIPE WITH CDF
® STORM DRAIN INLET PROTECTION
I 2 3 TOP ROW ONLY (APPROX 7') PER WSDOT STD PLAN I-40.20-OC
'
REMOVE CEMENT CONC
I STA 5+96, 52.0' LT CURB/CURB AND GUTTER
STA 5+96, 44.0 LT LICENSE TO CONSTRUCT EASEMENT
I STA 5+88, 52.0' IT I
.... 49.5'• LT ,49.5' LT .. I i 1 - — — — — — — — - PERMANENT EASEMENT
•••••••••••••.••.• •.•• • • TEMPORARY CONSTRUCTION
P- .......................... R W ,o, �5 ....... .: .. .. 13 -T
.................... :::: ' - .............. .............. ....
- - - - - - - - ------------- - EASEMENT
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FOUND 1 /8" BRASS PIN IN CONC. T
--p, MONUMENT IN CASE, SW. CORNER OF o --__D
SECTION 10, T.23N., R.5E., WM.,
VISITED NOV. 2010
PMX #9000
P /
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DATUM NOTES:
W W-
T n T
F D D ---
FO.
G
FO
G-
-W W
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W
T
FO F
- f -_ _ _— ------ Lt
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WALGREENS
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PLAN
SCALE IN FEET N
0 20 40
HORIZONTAL: WASHINGTON STATE PLANE COORDINATE SYSTEM NAD88/91, NORTH ZONE PER GPS TIES TO WSRN.
VERTICAL: NAVD88 PER GPS TIES TO WSRN
CONTROL POINTS:
PMX #9000
FOUND 1 /8" BRASS PIN IN CONC. MONUMENT IN CASE, SW. CORNER OF SECTION 10, T.23N., R.5E., WM., VISITED NOV. 2010
PMX #9000
N 181068.016 E 1311396.763 ELEV. 401.03
PMX #9001
FOUND K.C. 3" BRASS DISK IN CONC. MONUMENT IN CASE, MONUMENT STAMPED 1 /4 CORNER FOR SECTIONS 10 AND 15, T.23N., R.5E., WM., VISITED NOV. 2010
N 180980.111 E 1313980.946 ELEV. 398.21
ES�f
REVISED TO CONFORM WITH
CONSTRUCTION RECORDS
DATEi 1/3/14 BY, ECS
"' CALL 48 HOURS3 M2 S42 '
'=ISTER��� BEFORE YOU DIG'
)NAL� ,�� 1-800-424-5555 r
% �� TI B # 8-1-102( 033) -1
1019 39TH AVENUE SE, SUITE 100
PUYALLUP, WASHINGTON 98374
T.253.604.6600 F.253.604.6799
www.parametrix.com
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VACANT
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DEMOLITION NOTES:
Ot
REMOVE
TREE
OREMOVE
BLOCK WALL
O3
REMOVE
METAL HANDRAIL
O4
REMOVE
ROCK WALL- MIN 2' BELOW BOTTOM
OF PROPOSED CSTC
O5
REMOVE
TIMBER WALL
O6
REMOVE
CHAIN LINK FENCE
O7
REMOVE
CONCRETE PAVEMENT MARKER
OREMOVE
CONCRETE BOCK WALL AND TRASH
ENCLOSURE
FOUNDATION
O9
REMOVE
RAISED TRAFFIC ISLAND CURB AND
ASPHALT
CONCRETE PAVEMENT/SURFACING TO
TOP OF
EXISTING CEMENT CONCRETE
10 PROTECT EXISTING TREE TO REMAIN.
SEE SHEET LS4.
GREMOVE DRAINAGE STRUCTURE
12 REMOVE DECOMISSIONED PUBLIC UTILITIES
METER CABINET, JUNCTION BOX AND WIRING.
ABANDON CONDUIT.
13 REMOVE BOLLARD
14 REMOVE IRRIGATION CONTROL BOX
15 TEMPORARY SECURITY FENCE
8 TEMPORARY CONSTRUCTION FENCE
REMOVE CEMENT CONCRETE
04 SIDEWALK /PAVEMENT
a
:. W CLEARING AND GRUBBING
• W
..._
Ica
W •::e::;:�:::::;:�:::o;:°;:: REMOVE ASPHALT
W ••••••••°°•• ••"•'•°•• CONCRETE PAVEMENT
....CD
.. CD GENERAL NOTES:
1. SEE CHANNELIZATION & SIGNAGE PLANS FOR SIGN
REMOVAL/RELOCATION AND PAVEMENT MARKING
REMOVALS.
Uj
Z 2. THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE
-W _! APPROXIMATE. ASPHALT CONCRETE REMOVAL LIMITS
1= SHALL BE MARKED IN THE FIELD BY CONTRACTOR
11 0 AND CITY CONSTRUCTION OBSERVER. CONTRACTOR
a SHALL BE RESPONSIBLE FOR COORDINATION FIELD
MARKING PRIOR TO DEMOLITION ACTIVITIES
3. SEE ILLUMINATION PLAN FOR ILLUMINATION
EQUIPMENT REMOVAL AND RELOCATION
1 4. SILT FENCE AND TEMPORARY CONSTRUCTION
FENCE SHALL BE 0.5' INSIDE THE LIMITS OF R/W
OR TEMPORARY CONSTRUCTION EASEMENT/LICENSE
TO CONSTRUCT EXCEPT AS SHOWN ON THE PLAN.
5. CLEARING AND GRUBBING TO LIMITS OF R/W OR
SILT FENCE/TEMPORARY CONSTRUCTION FENCE
EXCEPT AS SHOWN ON PLAN.
6. CONTRACTOR SHALL NEATLY CUT AND CAP
EXISTING IRRIGATION SYSTEM PIPING ENCOUNTERED
WITHIN THE LIMITS INDICATED FOR REMOVAL AND
CLEARING AND GRUBBING.
PAVEMENT THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN
DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN
ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID
ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT
APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR
ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED.
SURVEYED: SCALE: DATE:
p HORIZONTAL: NAVD 19138
83/1 NE 3rd / 4th CORRIDOR IMPROVEMENTS / /
DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF $ $ 12
C. SCHOTT 7NA PHASE 1 INTERSECTION IMPROVEMENTS FAELDBOOK:
DRAWN: RENTON
J. BETZVOG ONE INCH DATUM Planning/Building/Public Works Dept. DRAWING NO:
1 RECORD DRAWINGS ECS 11 /3/141 CHECKED: AT FULL SCALE Approved For Construction RIGHT-OF-WAY, ALIGNMENT AND SP 1
IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SITE PREPARATION - SHEET 1 SHEET: OF:
Robert M. Hanson P.E. Date 06 43
mmmmmmmm