HomeMy WebLinkAboutzS-3977SetW
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RESPONSIBILITIES OF THE CITY
T
(� DOCUMENTATION
1. THE CITY & THEIR CONTRACTOR SHALL ATTEND A PRE -CONSTRUCTION MEETING
r SPECIFICALLY FOR INSTALLATION OF BARE DUCT & VAULT SYSTEM.
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2. PSE WILL PROVIDE TO THE CITY CONTRACTOR CONSTRUCTION PLANS FOR THE
INSTALLATION OF PSE'S DUCT & VAULT SYSTEM.
3. ALL INSTALLATIONS SHALL CONFORM TO SPECIFICATIONS CONTAINED IN THIS
DOCUMENT & ALL RELEVANT PSE STANDARDS.
SAFETY
1. FIELD CHANGES SHALL BE PRE -APPROVED BY PSE OR DESIGNATED REPRESENTATIVE
CO PRIOR TO CONSTRUCTION WITH PROOF OF ACCEPTANCE REQUIRED PRIOR TO PSE
z ACCEPTANCE OF COMPLETED DUCT & VAULT SYSTEM.
w 2. THE CITY CONTRACTOR SHALL NOT ACCESS ENERGIZED POWER VAULTS WITHOUT THE
2 ASSISTANCE OF PSE LINE WORKERS.
W
o TRENCH AND EXCAVATION
0- a- 1. THE CITY CONTRACTOR SHALL NOT EXPOSE ENERGIZED POWER CONDUCTORS (DIRECT
BURIED OR IN CONDUIT) WITHOUT THE ASSISTANCE OF PSE LINE WORKERS.
2. THE CITY SHALL PROVIDE ALL TRENCH EXCAVATION & BACKFILL FOR THE
INSTALLATION OF NEW OR MODIFIED PSE UNDERGROUND DISTRIBUTION SYSTEM WITHIN
0 THE CONSTRUCTION AREA.
0
jr 3. ALL TRENCH EXCAVATION SHALL CONFORM TO PSE STANDARDS 6790.0075,
cc 6790.0130, 6790.0140, 6790.0250, & 6790.3050.
U
4. THE CITY CONTRACTOR SHALL CONSTRUCT THE SHARED UTILITY TRENCH SUCH THAT
THE VARIOUS UTILITIES CAN TRANSITION IN AND OUT OF THE TRENCH LINE IN AN
ORDERLY FASHION WITHOUT ALTERING DUCT BANK ALIGNMENTS OF OTHER UTILITY.
SEPARATION DISTANCE OF CROSSING UTILITIES SHARING THE COMMON UTILITY TRENCH
SHALL BE 6".
co 5. AFTER THE NEW UNDERGROUND SYSTEM IS INSTALLED & ENERGIZED, ADDITIONAL
W EXCAVATION MAY BE NECESSARY TO RE-TRAIN EXISTING UNDERGROUND CABLES INTO
z THE NEW VAULTS. THIS EXCAVATION WILL BE PROVIDED BY THE CITY WITH 48
HOURS NOTICE.
6. PLACEMENT OF OTHER UTILITY VAULTS WITHIN THE TRENCH LINE ALIGNMENT
ENCUMBERING ACCESS TO PSE FACILITIES IS NOT ALLOWED.
VAULT INSTALLATION
1. THE CITY CONTRACTOR SHALL INSTALL PSE VAULTS IN ACCORDANCE WITH PSE
STANDARDS 6775.0035 AND 6775.0040.
2. VAULT HOLE EXCAVATION SHALL BE PREPARED LEVEL & FREE OF DEBRIS WITH A
MINIMUM 6" BASE OF CRUSHED ROCK TO PREVENT VAULT SETTLING.
3. PSE VAULTS IN PLANTER AREAS SHALL BE SET 2" ABOVE FINAL GRADE.
4. PSE VAULTS IN HARD SURFACE LOCATIONS SHALL BE ADJUSTED TO MATCH FINISHED
GRADE, IN ACCORDANCE WITH PSE STANDARD 6775.0500, PRIOR TO THE
INSTALLATION OF PSE CONDUCTORS & EQUIPMENT. MAXIMUM ADJUSTMENT UP IS 5"-
MORE THAN 5" REQUIRE & ADDITIONAL RISER.
5. NOTE: THE CITY CONTRACTOR WILL NOT BE ALLOWED TO MAKE VAULT ADJUSTMENTS
AFTER PSE CONDUCTORS & EQUIPMENT ARE ENERGIZED. PSE LINE CREW WILL
PERFORM THE ADJUSTMENTS ON A CHANGE ORDER BASIS.
6. THE CITY CONTRACTOR SHALL PROVIDE ALL SURVEYING NECESSARY TO ASSURE ALL
PSE VAULTS ARE INSTALLED IN THE ALIGNMENT LOCATION SPECIFIED IN THIS
DOCUMENT. THE CITY CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADE
ELEVATION FOR PSE VAULTS.
7. ALL PSE VAULTS SHALL BE CLEAN & CLEAR OF CONSTRUCTION DEBRIS WITH ALL
KNOCKOUTS & COVER ADJUSTMENTS GROUTED TO PSE SATISFACTION PRIOR TO PSE
ACCEPTING DELIVERY OF BARE CONDUIT & VAULT SYSTEM.
CONDUIT INSTALLATION
1. ALL PSE CONDUIT INSTALLATIONS SHALL CONFORM TO PSE STANDARDS 6800.6000,
6800.6050, 6800.8050, & 6825.6505.
2. ALL CONDUITS SHALL BE ROUTED & INSTALLED PER CONDUIT TABLES, INSTALLATION
DIAGRAMS, & DETAILS IN THESE PLANS.
3. THE CITY CONTRACTOR SHALL PROOF EVERY PSE CONDUIT RUN PRIOR TO FINAL PSE
ACCEPTANCE. PROOFING IS DEFINED AS PULLING A MANDREL OF THE SAME
DIAMETER THROUGH THE CONDUIT. MULE TAPE PROVIDED BY PSE SHALL BE PULLED
IN BEHIND THE MANDREL IN EACH CONDUIT RUN AS EVIDENCE OF PROOFING. A
PLUG SHALL BE INSTALLED IN ALL SPARE CONDUITS.
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CALL 48 HOURS
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REVISED TO CONFORM WITH
CONSTRUCTION RECORDS
DATE: 1/3/14 BY: ECS
TIB # 8-1-102(033)-1
4. ALL CONDUITS ENTERING PSE VAULTS SHALL BE THROUGH THE APPROPRIATE KNOCKOUTS
TO ENSURE PROPER CABLE LAY. VAULT ENTRIES CAUSING CABLES TO CROSS EACH OTHER
IN THE VAULT, OR LAY IN THE VAULT UNEVENLY, WILL BE REJECTED & CORRECTED AT THE
EXPENSE OF THE CITY CONTRACTOR.
5. ALL CONDUITS ENTRIES INTO PSE VAULT SHALL BE STRAIGHT & LEVEL WITH A MINIMUM OF
2' STRAIGHT SECTION OUTSIDE THE VAULT WALL & 2" OF CONDUIT EXTENDING INTO THE
VAULT WITH BELL ENDS INSTALLED.
6. PSE CONDUITS SHALL BE PLACED IN THE TRENCH MAINTAINING A MINIMUM OF 1-1/2" OF
SEPARATION. USE CONDUIT SPACERS (PROVIDED BY PSE) EVERY 10'.
7. PSE CONDUIT RUNS SHALL BE PLACED STRAIGHT & LEVEL. SHOULD IT BECOME
NECESSARY TO ALTER CONDUIT ALIGNMENTS TO AVOID OTHER UTILITIES, THE MAXIMUM BEND
PERMITTED IS 22-1 /2 DEGREES. BENDS GREATER THAN 22-1 /2 DEGREES REQUIRE
PRIOR APPROVAL FROM PSE ENGINEERING REPRESENTATIVES.
8. BEND RADII DIFFER FOR DIFFERENT CONDUIT SIZES; TRENCH ACCORDINGLY.
9. ALL PSE CONDUITS SHALL BE PLACED WITH THE MINIMUM SEPARATION BETWEEN OTHER
UTILITY FACILITIES AS SPECIFIED IN PSE STANDARD 6790.0130. REFER TO THE TYPICAL
UTILITY TRENCH CROSS SECTION DETAIL IN THIS WORK SKETCH.
10. ALL PSE CONDUITS SHALL HAVE A MINIMUM OF 36" OF COVER. COVER OF LESS THAN
36" IS PERMISSIBLE ON A CASE BY CASE BASIS PROVIDED THAT SUCH INSTALLATIONS
ADHERE TO PSE STANDARD 6790.0130 FIGURE 2. PRE -APPROVAL BY THE ENGINEER AND
PSE ENGINEERING REPRESENTATIVES IS REQUIRED.
INSPECTION
1. PSE WILL PROVIDE AN INSPECTOR DURING CITY CONTRACTOR INSTALLATION OF PSE BARE
DUCT & VAULT SYSTEM.
2. THE ROLE OF THE PSE INSPECTOR IS LIMITED TO VERIFICATION OF
COMPLIANCE TO ALL RELEVANT PSE STANDARDS & PRACTICES. THE PSE INSPECTOR WILL
NOT APPROVE CHANGES TO PLANNED PSE FACILITY LOCATIONS OR CHANGE ORDERS.
3. THE PSE INSPECTOR WILL BE THE CONTACT FOR ALL ISSUES CONCERNING INSTALLATION OF
BARE DUCT & VAULT SYSTEM FOR PSE AND PROVIDE A LIAISON BETWEEN THE FIELD &
ENGINEERING FOR CHANGE REQUESTS.
4. THE CITY CONTRACTOR SHALL PROVIDE THE PSE INSPECTOR THE MEANS (SURVEY STAKING)
TO VERIFY PROPER DEPTH OF BURIAL & LOCATION FOR ALL PSE FACILITIES TO THE
SATISFACTION OF THE PSE INSPECTOR ON SITE. IF THE INSPECTOR IS UNABLE TO VERIFY
PROPER DEPTH OF BURIAL, LOCATION, OR GRADE OF PSE FACILITIES A NON-COMPLIANCE
DOCUMENT WILL BE ISSUED AFFECTING PSE FINAL ACCEPTANCE OF CITY INSTALLED
FACILITIES FOR PSE.
MATERIALS
1. THE CITY CONTRACTOR SHALL NOT BACKFILL PSE FACILITIES UNTIL AUTHORIZED BY THE
PSE INSPECTOR.
2. THE CITY CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY ALL PSE MATERIALS
DELIVERED TO THE JOB SITE.
3. THE CITY CONTRACTOR SHALL SIGN MATERIAL MANIFEST SLIPS FOR ALL PSE AND OTHER
FRANCHISE UTILITY MATERIALS DELIVERED TO THE JOB SITE FOR THIS PROJECT.
4. INITIAL DELIVERY OF PSE MATERIALS TO THE JOB SITE REQUIRES A MINIMUM OF 10 DAYS
ADVANCED NOTICE TO PSE STORES.
5. AFTER THE INITIAL DELIVERY OF MATERIALS, SUBSEQUENT BULK MATERIAL DELIVERIES TO
THE JOB SITE BY PSE VENDORS REQUIRE A MINIMUM OF 5 DAYS ADVANCED NOTICE TO
PSE STORES.
6. PSE REPRESENTATIVES WILL PROVIDE DELIVERY OF ALL MISCELLANEOUS MATERIAL
NECESSARY FOR DUCT & VAULT INSTALLATION, SUCH AS COUPLINGS, GLUE, BENDS, ETC.,
WITH MINIMUM 3 DAYS ADVANCED NOTICE TO THE PSE STORES.
7. THE CITY CONTRACTOR SHALL PROVIDE EQUIPMENT & LABOR NECESSARY TO OFF LOAD
MATERIAL ON SITE.
8. ALL VAULTS WILL BE DELIVERED BY THE MANUFACTURER TO THE JOB SITE AS FOLLOWS:
575 & SMALLER WITH A MINIMUM 3 DAYS ADVANCED NOTICE TO PSE STOREROOM. 5106 &
LARGER WITH A MINIMUM 5 DAYS ADVANCED NOTICE TO PSE STOREROOM.
9. IF VAULT EXCAVATION IS NOT READY WHEN VAULTS ARE DELIVERED, THE CITY CONTRACTOR
WILL PROVIDE NECESSARY EQUIPMENT TO INSTALL VAULTS. THE CONTRACTOR INSTALL
MASTIC SEALANT BETWEEN
THE SECTIONS OF MOLT -SECTION VAULTS (SEALANT PROVIDED BY MANUFACTURER).
10. ALL UNUSED MATERIAL SHALL BE RETURNED TO PSE AND OTHER FRANCHISE UTILITY
STORES & RECONCILED AFTER DUCT & VAULT INSTALLATIONS ARE COMPLETE.
1019 39TH AVENUE SE, SUITE 100
PUYALLUP, WASHINGTON 98374
T.253.604.6600 F.253.604.6799
www.parametdx.com
1 RECORD DRAWINGS
NO.
REVISION
I r- /_� r- n 1 r1
JOINT UTILITY TRENCH PER 1
C,P,T LATERAL TRENCH PER 2
-�-- EXISTING UTILITY
-SD STORM DRAINAGE (SEE DWGS PP1 - PP4)
S SANITARY SEWER
w W WATER MAIN (BY OTHERS)
• (Tb SPLICE PIT FOR EXISTING UTILITY INTERCEPT
X CONSTRUCTION NOTE
CONDUIT RUN NUMBER (SEE CONDUIT SCHEDULE)
x# PSE NEW EQUIPMENT NUMBER
X# PSE EXISTING EQUIPMENT NUMBER
WIDTH VARIES PER
TOP OF SIDEWALK NUMBER OF UTILITIES
OR TOP OF ROADWAY (20" MIN, 60" MAX)
FINISH GRADE
SIGNAL & ILLUMINATIC
CONDUITS. SEE DWGS
IL1 THRU IL8 --
CSTC & NATIVE
BACKFILL
9" TYP (W/PSE
PROVIDED CONDUIT
SPACERS)
99.1 l 1mel,
CITY OF RENTON
z COMMUNICATION
04 CONDUITS. SEE
DWGS IL1 THRU IL8
-o �- 1.5" MIN
(l Cl
OF CONDUITS PER 2" MIN 2" MIN
PLANS (TYP) 9" 12"
MIN 1.5" MIN
SURVEYED:
DESIGNED:
C. SCHOTT
DRAWN:
J. BETZVOG
ECS 1/3/141 CHECKED:
BY DATE I APPR APPROVED:
3" MIN
SAND SHADING
1.5" MIN
3" MIN
SAND BEDDING
PSE QWEST & COMCAST
CONDUITS CONDUITS
TYP J I T UTILITY TRENCH
ABBREVIATIONS
C COMCAST
P PUGET SOUND ENERGY
Q CENTURY LINK
T CENTURY LINK
WIDTH VARIES PER
NUMBER OF UTILITIES
(12" MIN)
FINISH GRADE
CSTC & NATIVE
BACKFILL
tl Cl
3" MIN
SAND BEDDING
SIZE AND NUMBER
OF CONDUITS PER
PLANS (TYP)
* to l
z
o 2
NIQ
TYP LATERALTRENCH
* ADJUST DEPTH OF COVER AS REQUIRED TO
PROVIDE 6" MIN CLEARANCE FROM EXISTING
AND PROPOSED UTILITIES INCLUDING STORM
DRAIN (SEE DWGS PP1-PP2) AND WATER
MAIN (SEE DWGS W1-W4).
MIN MAX
CITY CONDUIT 24" 60"
PSE CONDUIT 36" 60"
ALL OTHERS 30" 60"
THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFlNING 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.
SCALE:
AS SHOWN HORIZONTAL- NAD 1983/1991 NE 3rd / 4th CORRIDOR IMPROVEMENTS 8/8/12
CITY OF PHASE 1 INTERSECTION IMPROVEMENTS FIELDBOOK:
ML eRENTON PAGE:
ONE INCH DATUM Planning/Building/Public Works Dept. DRAWING NO:
IF AT FULL SCALE Approved For Construction UTILITY UNDERGROUNDING UG 1
NOT ONE INCH
SCALE ACCORDINGLY GENERAL NOTES AND DETAILS SHEET: OF:
Robert M. Hanson P.E. Date 21 43
ICIAIGI 112101819
f'YriVi
D'• N =109
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
1
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varametrix 2
1019 39TH AVENUE SE, SUITE 100 1
PUYALLUP, WASHINGTON 98374
T.253.604.6600 F.253.604.6799
www.parametrix.com N 0.
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
-POSED WALL DRAIN
CROSSES JOINT UTILITY TRENCH
SEE WATER PLANS
H G --G
ca
Lu
Z W
J W
0
� FO
Q
le
O
Il
M
O
CAP
z
w
u-
L 1,11g m,
`•
■ W(F `1
SCALE IN FEET-''
a 2r40
I.D.
TRENCHING
QUANTITIES
CONDUIT QUANTITIES
CITY OF RENTON (COR)/
PUGET SOUND ENERGY CENTURY LINK COMCAST RENTON SCHOOL DISTRICT
(PSE) (Q) (C) (RSD)
DWG
NO
RUN
A
JOINT
TRENCH
(LF)
DF
2 IN
3 IN
4 IN
6 IN 2 IN
4 IN
6 IN 2 IN
ITS
3 IN (NOTE 1)
SIGNAUILLUM
(NOTE 2)
NO.
(LF)
NO.
(LF)
NO.
(LF)
NO.
(LF) NO.
(LF)
NO.
(LF)
NO.
(LF) NOt(LF)
NO.
(LF) NO.
NO.
UG3
1
120
3
60
3
60
2
240'
5
600 2
1
UG3
2
5UG3
3
4
10
10
422�07
2
2UG3
_
UG3
5
115
1
4
UG3
UG3
6
7
5
10
F60
1
4
UG3
8
20
1
1
4
80
3
_.
2
40
--
5
100 —
��--.4.._._.�
UG3
9
15
1
15
UG3
10
10_
2
UG3
11
120
4
480
3
'360
3
360
5
600 2
4
UG3
12
10-
_ 4
_
UG3
13
10
1
UG3
14
20
2
40 -
UG3
15
10
1
10
UG3
16
20
3
60
3
; 60
5
' 100 2
3
UG3
17
10
_
1
10
___..�
-_ .
�_
_____
�._..__ __--
7,____
__
m
UG3
18
5
3
_15 -
____.
_ _---------
UG3
19
5
5
25. m. _
UG3
20
5
1
5
3
15
3
15
3
15
mm
3
85
ES
�•� �, ®F wA,s�I <
NE 4TH STREET
CONDUIT QUANTITIES
TRENCHING
LD.
QUANTITIES CITY OF RENTON (COR)/
PUGET SOUND ENERGY CENTURY LINK COMCAST RENTON SCHOOL DISTRICT
(PSE) (Q) (C) (RSD)
DWG
RUN
JOINT
LATERAL
ITS
SIGNAUILLUM
NO
TRENCH
TRENCH 2 IN
3 IN
4 IN
6 IN
2 IN
4 IN
6 IN 2 IN
3 IN (NOTE 1)
(NOTE 2)
NO.
(LF)
NO.
(LF)
NO.
(LF)
NO.
'(LF)
NO.
(LF)
NO.
(LF) NO.
(LF)
NO.
(LF) NO.
NO.
(LF)
(LF) NO. (LF)
UG3
21
10
3
30
UG3
22
15
_ 1 --�15
-
3
45 `
3
�45
_
_
-
_
3
45 - 2
2
UG3
23
15
y.
1
15
UG3
24
10
1_._
__10
UG3
25
20
3
60 --
3
60
_
3
60 2
2
UG3
26
5
3
15
UG2
27
15
_
1
15
UG2
28
UG2
29
15
SHEET TOTALS:
430
225 1
945
745
1-1
30 ''
1585'
1. INCLUDE ITS CONDUIT IN JOINT UTILITY TRENCH WHERE PRACTICAL, OTHERWISE COSNTRUCT ITS IN SEPARATE TRENCH.
SEE ELECTRICAL PLANS FOR DETAILS. ITS CONDUIT PAID AS PART OF ITS SYSTEM BID ITEM(S).
2. INCLUDE TRAFFIC SIGNAUILLUMINATION CONDUIT IN JOINT UTILITY TRENCH WHERE PRACTICAL, OTHERWISE COSNTRUCT SIGNAL AND ILLUMINATION CONDUIT IN SEPARATE TRENCH.
SEE ELECTRICAL PLANS FOR DETAILS. TRAFFIC SIGNAL AND ILLUMINATION CONDUIT PAID AS PART OF RESPECTIVE TRAFFIC SIGNAL/ILLUMINATION SYSTEM BID ITEM(S).
Parametrix
1019 39TH AVENUE SE, SUITE 900
PUYALLUP, WASHINGTON 98374
T.253.604.6600 F.253.604.6799
www.parametdx.com
3
IRECORD DRAWINGS
ECS
I
11 3 1 ,
2
REVISED NOTES
ECS
12 31
1
REVISED COMCAST VAULT LOCATION, EXISTING
ECS
12/31
WATER MAIN LOCATION AND PROPOSED WATER
ALIGNMENT
NO.
REVISION
BY
DATE
L
G
� do=
2. SEE RIGHT OF PROFILE SHEETS Fj
UTILITY EASEMENTS.
PROFILES.
3. SEE DWGS PP1 THRU PP4 FOR STORM DRAIN PLAN AND
4. STORM DRAIN CROSSING ELEVATION IS AT CENTER OF TREACA
AND CENTER OF i- 1-
ZL DENOTES TRENCH RUN NUMBER. SEE DWG UGX FOR TRENCH
r CONDUIT SCHEDULE.
INSTALL VAULT - COMCAST
0 INSTALL PEDESTAL RISER - COMCAST 10xlat
C3 INSTALL VAULT - COMCAST TYPE 9 INCH DIA.
PO CONSTRUCTED BY PSE
��INSTALL VAULT - PSE TYPE 3642
aINSTALL VAULT - PSE TYPE 5106
i ,
1 INSTALL VAULT - rSE r
E 132-4r-
INSTALL VAULT - CENTURY LINK TYPE 264-TA
01 INSTALL VAULT - CENTURY LINK TYPE 910 -
I VAN
ko" SEE ELECTRICAL PLANsm
EXISTING UNDERGROUND COR & RSD CONDUIT/FIBER-OPTI
BE
TEMPORARILY RELOCATED OR
OTHERWISE PROTECTED
BY
CONTRACTOR DURING CONSTRUCTION.
CONSTRUCT 4" CONDUIT RISER AND CAP 3" CONDUIT AT BASE
OF POLE.
CONSTRUCT CONDUIT
1. RISER(S)
:r ON POLE r • SERVING
UTILITY REQUIREMENTS
EXISTING UTILITY TO is REMOVED BY SERVING
EXISTING UTILITY TO REMAIN.
i
INTERCEPT AND COORDINATE
, • WITH
SERVING
f
`55 EXISTING POLE O BE TEMPORARILY SUPPORTED BY PSE FOR
UP TO • REGULAR WORK HOURS TO ACCOMMODATE
CONSTRUCTION, INSPECTION. AND BACKFILL OF ADJACENT JOINT
TRENCH.UTILITY CONTRACTOR PROVIDE i'
DAYS NOTICETO PSE AND COORDINATE WITH ALL t
UTILITIES TO PROVIDE CONDUIT INSPECTIONS AND APPROVALS
CONCURRENT "POLE SUPPORT.
OVERSET EXISTING UTILITY AND COORDINWITH
ATE CUTOVER
►i 1.
PROPOSED LUMINAIRE LOCATION, ELECTRICAL PLANS.
� RlIIil,102:E.3�0il,1021L
it - 14HE _* -3-agm
REVISED To CONFORM WITH THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN
CONSTRUCTION RECORD DIFFERENCES • ON ORIGINAL CONSTRUCTIONDOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATIONPROVIDED ON •••
I S 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 . • PROFESSEALSIONAL ON DRAWING,r THE REVISION(S)TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDSr• NOT
DAM
APPEAR TO BE ADVERSETO THE PLANNED USE AND/OR INTENT OF DESIGN.• WARRANTY HEREIN FOR THE ACCURACY OF • ••
_ .-
SURVEYED:
DESIGNED:
C. SCHOTT
DRAWN:
J. BEfZVOG
CHECKED:
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY