HomeMy WebLinkAboutR-397709a
SHELL
c+'r A'rl O%kI
STA 4+75.10 43.9' LT
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PROPOSED KCWD,,WATER LINE. Ix
SEE WATER P S
A
- FO -- _
WALGREENS
ROADWAY SECTION LIMITS_
SEE SECTION A
RS1
410'
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
'--EXISTING GROUND AT
CENTER LINE (TYP)
PROPOSED GROUND
AT CENTER LINE (TYP)
PROPOSED GROUND AT
LEFT FLOWLINE (TYP)
WALGREENS
(/ N
l
7-
0 0 -0
AS -BUILT SURVEY NOTES: PROFILE
AS -BUILDS BY WHITE SHIELD, INC. HORIZ: 1 "=20'
23412 68TH AVE. SOUTH VERT: 1 "=5'
KENT, WA 98032 REVISE
253-867-6070 OFFICE CONST
253-867-6075 FAX
CHARLES E. PORTER, PLS 30937 DATE'_
LAST DATE IN FIELD MAY 24, 2013 -
ROADWAY SECTION LIMITS
SEE SECTION
RS1
SIDEWALK THICKENED EDGE
VACANT
410'
400'
390'
�1 CEMENT CONC DRIVEWAY ENTRANCE PER WSDOT STD
PLAN F-90.10-01, 8" THICK, SEE DRIVEWAY
SCHEDULE
O2
CEMENT CONC
SIDEWALK. SEE LEGEND FOR TYPE
O3
CEMENT CONC
WSDOT STD PLAN
TRAFFIC CURB AND GUTTER PER
F-10.12-02
O4
CEMENT CONC
PLAN F-10.12-02
PEDESTRIAN CURB PER WSDOT STD
O5
CEMENT CONC
F-10.12-02
TRAFFIC CURB PER WSDOT STD PAN
6
CEMENT CONC
CURB RAMP
O7
CEMENT CONC
A PER WSDOT
CURB RAMP TYPE SINGLE DIRECTION
STD PLAN F-40.16-01
O8
CHAIN LINK FENCE
TYPE 6 PER COR STD PLAN
L002
O9
CHAIN LINK FENCE
TYPE USPS - 8 FT HT
11 DOUBLE COATED CHAIN LINK GATE PER COR
STANDARD PLAN L003 WITH MODIFICATIONS PER
SPECIAL PROVISIONS, WIDTH OF OPENING AS NOTED
ON PLAN
12 COATED CHAIN LINK FENCE TYPE 3-MOD - 8 FT HT
RELOCATE EX AUTOMATIC GATE OPERATOR AND
13 CONTROL SYSTEM TO NEW 20' ROLLING GATE, SEE
SPECIAL PROVISIIONS
14 SINGLE 6 FT CHAIN LINK GATE PER COR STD PLAN
L003
15 SINGLE 4 FT CHAIN LINK GATE THROUGH EX FENCE
SSERVICE CONNECTION, DIA AS NOTED ON PLAN
17 ADJUST CATCH BASIN
18 ADJUST MANHOLE
19 ADJUST VALVE BOX
20 LOCKING SOLID METAL COVER AND FRAME FOR
CATCH BASIN
21 RESET EXISTING HYDRANT
22 CEMENT CONC TYPE 410C CURB, SEE e8
MD2
23 TEMPORARY FENCE
24 REVISE LANDSCAPE PLANTER TO CONC PAVEMENT 8"
THICK AND PROVIDE SURFACE -MOUNT BOLLARD TO
PROTECT NEW LIGHT POLE.
LEGEND:
PERVIOUS CEMENT CONC
SIDEWALK
CEMENT CONC
PAVEMENT/SIDEWALK
.............................�:......
..................................................
.................................................
HMA CL Y" PG 64-22 PAVEMENT
••••••••••• LANDSCAPE AREA -SEE
PLANTING PLANS
<XXXX> AS -BUILT INFO PROVIDED BY CONTRACTOR'S
SURVEYOR, SEE AS -BUILT SURVEY NOTES.
DRIVEWAY SCHEDULE
THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND X STA
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
OFFSET I TYPE I WIDTH
VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID
1
1 +87.7
LT
1
ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES
2
2+49.4
LT
1
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
3
3+15.9
LT
3
DRAWING HAVE BEEN IDENTIFIED.
4
1 4+94.5
1 LT
3
SURVEYED: SCALE:
c VERTICAL• NAVD 7988 NE 3rd / 4th CORRIDOR IMPROVEMENTS
AS SI-I®tA/pt HORIZONTAL- NAD 1983/7991 :� ` CTT�% ®�
DESIGNED: 9Y1� K-,—
C. CITV 1
3 RECORD DRAWINGS ECS 1 3 14 scHOTT"kREN,TON
2 REVISED PAVEMENT AND SIDEWALK LIMITS ECS 12 31 DRAWN:
Ir J. BEiZVOG Planning/Building/Public
1019 39TH AVENUE SE, SUITE 100 ONE INCH DATUMWorksDept.
PUYALLUP, WASHINGTON 98374 1 ADJUSTED FLOW LINE ELEVATIONS ECS 11 /20 CHECKED: AT FULL SCALE Approved For Construction
T. 253.604.6600 F. 253.604.6799 IF NOT ONE INCH
TIB # 8-1-102 033 1 vivmparametrix.com NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
�— Robert M. Hanson P.E. Date
PHASE 1 INTERSECTION IMPROVEMENTS
34'
34'
30'
33'
12/31/12
U7.16:1
PLAN AND PROFILE PP 1
NE 4TH ST - STA 1+00 TO STA 6+50 SHE: 09 OlF*43
ICIA11511808c-