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AKIPUrNO
NE 4TH STREET
1.D,
TRENCHING
QUANTITIES
CONDUIT QUANTITIES
PUGET SOUND ENERGY
(PSE)
CENTURY LINK
(Q)
CITY OF RENTON (COR)/
COMCAST RENTON SCHOOL DISTRICT
(C) (RSD)
DWG
NO.
RUN
JOINT
-FRENCH
(LF)
LATERAL
TRENCH
(LF)
2 IN
3 IN
4 IN
6 IN
2 IN
4 IN
6 IN
ITS
3 IN (NOTE 1)
SIGNAL/ILLUM
(NOTE 2)
NO.
(LF)
NO.
' (LF)
NO.
'(LF)
NO.
(LI
NO.
(LF)
NO.
(LF)i
NO
F)
NO.
(LF) NO.
NO.
UG2
1
` i
2
UG2
2
2
UG2
3
10
4, _
40
UG2
4
10
4
40
2
1
UG2
5
20��1
UG2
6
15
3
45
UG2
7
15
2
0
2�30_._
UG2
8
10
2
20
UG2
9
10
3
30
UG2
10
15
2
30
UG2
11
15
1
15
2
1
UG2
12
15
2
30
3
45
_
2
— 1
UG2
13
80
5
400
3
240
W
2
160
2
1.__._...
UG2
14
5
5
25
UG2
15
5
1
5
UG2
18
15
2
UG2
19
15
r
2
UG2
20
10
1
10
5
3 _
30
2
20
5
50
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SCALE IN FEET
! 20 40
-------------�
I
VACANT ----_----I
I
CONDUIT QUANTITIES
I D. TRENCHING CITY OF RENTON (COR)/
QUANTITIES PUGET SOUND ENERGY CENTURY LINK COMCAST RENTON SCHOOL DISTRICT
(PSE) (Q) (C) (RSD)
.JOINT
LATERAL
Elm
SIGNAUILLUM
•
TRENCH
TRENCH
LINC
.
• •
r
OWE
3 `
RECORD DRAWINGS
REVISION
SURVEYED:
DESIGNED:
ECS 1 3 14 C. SCH®TT
ECS 12/31 DRAWN: J. BETZVOC
CHECKED:
BY DATE APPR APPROVFD-
2. SEE RIGHT OF WAY ALIGNMENT AND PROFILE SHEETS j
UTILI'111 EASEVE11ITS.
V
4. O. DRAIN CROSSING
1 CENTER OF STORMDRAIN.
X DENOTES TRENCH RUN NUMBER. SEE DWG UGX FOR TRENCH
AND CONDUIT SCHEDULE.
C1 INSTALL VAULT — COMCAST TYPE 444
C2 INSTALL PEDESTAL RISER — COMCAST 1000
23 INSTALL VAULT — COMCAST TYPE 9 INCH DIA.
�PO) CONSTRUCTED BY PSE
�P)i INSTALL VAULT — PSE TYPE 3642
P2 INSTALL VAULT — PSE TYPE 575
P3 INSTALL VAULT — PSE TYPE 5106
P4 INSTALL VAULT — PSE TYPE 1324
Q1 INSTALL VAULT — CENTURY LINK TYPE 264—TA
Q2 INSTALL VAULT — CENTURY LINK TYPE 910
R1 SEE ELECTRICAL PLANS.
R2 EXISTING UNDERGROUND COR & RSD CONDUIT/FIBER—OPTIC TO
BE TEMPORARILY RELOCATED OR OTHERWISE PROTECTED BY
CONTRACTOR DURING CONSTRUCTION. SEE ELECTRICAL PLANS.
R3 CONSTRUCT 4" CONDUIT RISER AND CAP 3" CONDUIT AT BASE
OF POLE.
U 1 CONSTRUCT CONDUIT RISER(S) ON UTILITY POLE PER SERVING
UTILITY REQUIREMENTS
U2 EXISTING UTILITY TO BE REMOVED BY SERVING UTILITY.
U3 EXISTING UTILITY TO REMAIN.
�04 INTERCEPT EXISTING UTILITY AND COORDINATE CUTOVER WITH
SERVING UTILITY.
U5 EXISTING POLE TO BE TEMPORARILY SUPPORTED BY PSE FOR
UP TO S REGULAR WORK HOURS TO ACCOMMODATE
CONSTRUCTION, INSPECTION AND BACKFILL OF ADJACENT JOINT
UTILITY TRENCH. CONTRACTOR SHALL PROVIDE FIVE WORKING
DAYS NOTICE TO PSE AND COORDINATE WITH ALL AFFECTED
UTILITIES TO PROVIDE CONDUIT INSPECTIONS AND APPROVALS
CONCURRENT WITH PSE'S POLE SUPPORT.
.,OVERSET EXISTING UTILITY AND COORDINWITH
ATE CUTOVER
SETVI
�.
PROPOSED LUMINAIRE LOCATION, SEE ELECTRICAL PLANS.
EXISTING EASEMENT
REVISED
O CONFORM WITH
CONSTRUCTION RECORDS
DAM
BYi ECS
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... PROVIDED ON THESE RECORD , TO BE CORRECTAND 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 NQI 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.
SCALE:
AS SHOWN
HORIZONTAL- NAD 1983/1991
�►
„ OF
NE t 6 CORRIDOR IMPROVEMENTS
LIA It:
1 2/3 1 / 1 2
,�.CITY
PHASE I INTERSECTION IMPROVEMENTS
FlELDBOOK:
ha FJENTON
PAGE:
ONE INCH
DATUM
Planning/Building/Public Works Dept.
Approved For Construction
'
DRAWING NO:
UG2
NFULL F
IF o ONECIAINCH
SCALE ACCORDINGLY
;'`-,`.
�°
SHEET: OF:
Robert M. Hanson P.E. Date
22 43
mmmmmm WIN