REVISED TCP 20160344.pdf01-F EVA,10
&_ I
ROW PERMIT NO.: ENG 2016-00344
ISSUE DATE:
PROJECT NAME: ZAyO - 10100434 -EDMONDS WAY CONTACT: Joe Morton
CONTRACTOR: TBD
Mailing Address:
State License 4:
City Business License #:
Phone #: (253)-255-1917
Fax #:
Email #: joseph.mortongzayo.com
S�Liability Insurance Sff Bonded
ADDRESS OR INTERSECTION OF CONSTRUCTION: 23221 EDMONDS WAY, EDMONDS, WA 98206
ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT:
�Z Commercial E] Subdivision 0 City Project F] Traffic Control (Only)
F Multi -Family El Single Family
F-1 EUC (PUD, VERIZON, PSE,
CONICAST, OVWSD):
Is this permit part of a blanket permit?
F-1 Other
El Yes q No
ANY ASSOCIATED PERMITS? BLD# ENG#
DESCRIPTION OF PROPOSED WORK (Be Specific): FROM A PROPOSED MID -SHEATH SPLICE
AND EXISTING STORAGE ON THE WEST SIDE OF 84TH AVE W. INSTALL FIBER CABLE USING AERIAL AND
UNDERGROUND CONSTRUCTION, SOUTH ON 84TH AVE W, WEST 233RD PL SW, SOUTH ON 88TH AVE W,
WEST ON 236TH ST SW AND NORTH ON EDMONDS WAY TO THE PROPOSED ZAYO EQUIPMENT LOCATION
AT 23221 EDMONDS WAY. SET VAULTS ALONG THE WAY AND PULL FIBER CABLE THROUGHOUT.
WAS STREET OVERLAYED WITHIN THE LAST FIVE (5) YEARS? YESE] NO Rr Year:
PAVEMENT CUT: -0 Yes F-1 No
CONCRETE CUT: R Yes No
If yes, indicate size of cut: (2) 4x6
If yes, indicate size of cut: x
RIGHT-OF-WAY
AREA
CLOSURE
TOTAL
DURATION
(NUMBER OF MONTHS)
1
Sidewalk 48 Hrs + 20 LF
X
5 LF
100 SF
1/2 OF 1 MONTH
Alley 72 Hrs + LF
X
LF
SF
Parking 72 Hrs + LF
X
LF
SF
APPLICANT TO READ AND SIGN
*Traffic control and public safety shall be in accordance with City regulations as required by the City
Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification
verifying completion of the required training in their possession.
*Restoration is to be in accordance with City codes and Standards. All street -cut trench work shall be
patched with asphalt or City approved material prior to the end of the workday — NO EXCEPTIONS.
Indemnity: The Applicant has signed an application which states he/she hold the City of
Edmonds harmless from injuries, damages or claims of any kind or description
whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or
any of its departments or employees, including defense costs and attorney fees by reason
of granting this permit.
I have read the above statements and understand the permit requirements and acknowledge that I must
follow all requirements in order for the permit to be valid.
SIGNATURE ,���tib4 DATE 10/10/2016
Contractor or Agent
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
ADDRESS: 23221 EDMONDS WAY, EDMONDS, WA, 98206
PROJECT NAME: 10100434 - EDMONDS WAY
a1,j, PLAN VIEW A
/ y i
/1 O1 c,
�. 1=3
PLAN VIEW
q �
IS /
£ !y
SITE LOCATION
BILL OF MATERIALS
NEW AERIAL
= 1,711 FT.
OVERLASH
= 562 FT,
NEW UNDERGROUND
= 1.451 FT.
EXISTING UNDERGROUND
= 0 FT.
RISERS
= 20 FT.
ISP—
= 39 FT,
TOTAL FOOTAGE
= 3.783 FT.
CONTACTS
IAVO CONTACT.
.TOE MORTON
22451 63RD AVE 5
98032
KENT, A
2551811
JOSEPH MORTONQZAYO COM
BRYCSON GAILY
MGTECHNICAL CONSULTING, INC
8521 54TH
VE NE
REDMOND N
BRVSON980.52
BRYSONB.3DD1
�MGCTECNNICAL COM
SHEETINDEX
I . COVERSHEET I SITE LOCATION
2. LEGEND
3. GENERAL NOTES
4 10. PLAN VIEWSA-G
11
. ISP PIANS
2 AERIALTYPICALS
13 UN DERGROUNDTYPICALS
14. SITE PHOTOGRAPHS
SCOPE OF WORK:
E%ISM GRSiORAGE ON THE WESIT 5I�EO 84TH AVE
f BER CARIE US NG AER ALAND
UNLEHGROUND CONSTRUCT ON SOUTH ON 84TH
WEST (7N 33SiN sr�wlANR ST1Il ON E�MONO.
Ai E33L1 EOMONPD58WAYA" VOAULTS ALONGTHE N
WAY AND—111RER CABLE THROUSHOUT.
a G tiog
LEGEND
LINETYPES
SYMBOLS
INFORMATION TABLES
. .. .......
AERIAL FIBER-EXISTING
AERIAL FIBER ATTACH
RISER EXISIING
TpTRANSMISSION/DISTRIBUTION
POLE
ME11141INI ��� URILUPY 1111 11111-01 TABLE
AERAL FIBER OVERLASH
(R)
RISER PROPOSED
(NUMBER OF ATTACHMENTS MAY VA"
STRAND EXISTING
CATCH ROSIN/INLET (RECTANGULAR)
TRANSMISSION POLE
,CC,C,
PROPUSLum RIT -J, 0
STRAND PROPOSED
CATCH BASIN/INLET (ROUND)
OD
DISTRIBUTION POLE
N— SEQUENTIAL IN/OUT CA LUM
[]4�Fj
CONDUIT CONDOR-EXISTING
CONDUIT PROPOSED
TIRE HYDRANT
Ali,
GROUND/BOND
OU
INNERDUCT EXISTING
WATER/GAS VALVE
INNERDUCT PROPOSED
j,
SEQUENTIAL IN/TAIL CALOUT
GAS
LIGHT POST
<-)
AERIAL STORAGE EXITING
WATER
STREET LIGHT
0,
AERIAL STORAGE PROPOSED
TELEPHONE
E4F �AuLT SEQUENTIAL TAIL/OUT CALLOLIT
FIBER OPTIC
TRAFFIC LIGHT ARM
ELECTRIC
VAULT/BUILDING STORAGE - EXISIINO
SANITARY SEWER (SEW)
TREE
tl
VAULT/BUILDING STORAGE - PROPOSED
STORM DRAIN
CABLE IV
STEAM
CULVERT
POLE ANCHOR/DOWN GUY - EXISTING
HATCH PATTERNS
OIL
UNKNOWN UITUTY
WING WALL
POLE ANCHOR/DOWN GUY - PROPOSED
CONCRETE 110—
FENCE
DOWN GUY TO EXISTING ANCHOR - PROPOSED
RIGHT OF WAY
BRIDGE
SPLICE POINT - EXITING
EDGE OF PAVEMEM
STREET SIGN
SPUCE POINT - PROPOSED
GRASS/VEGETATLON
J
ABBREVIATIONS
RAMP
TERMINATION - EXISTING
BIP
ASPHALT SIDEWALK
BLACK IRON PIPE
UTILITY POLL - EXISTING
TERMINATION - PROPOSED
BSP
BLACK STEEL PIPE
PB
PILLBOX - EXISTING
CSW
CONCRETE SIDEWALK
UIRITY POLE - PROPOSED
SWIVEL
ELECT.
ELECTRIC
PILLBOX - PROPOSED
EDP
1OTw
EDGE OF PAVEMENT
EDGE OF TRAVEL WAY
HALT RATED VAULT - EXISTING
(SIZE AND UQUIRY TYPE MAY VARY)
CONSTRUCTION NOTE RESTORATION CNILOUT
----
FOG
FACE OF CURB
[V]
�— RATE. VAULT - PROPOSED
F/0
FIBER OPTIC
SIZE MAY VARY)
HOPE
HIGH DENSITY POLYETHYLENE
HANDHOLE - EXISTING
LH
KANDHOLE
(SIZE AND UTILITY TYPE MAY VARY)
NORTH ARROW
JB
JUNCTION BOX
PAR ROLE - PROPOSED
MH
WHOLE
(SIZE MAY VARY)
MP
MILE POST
PEDESTAL - EXISTING
O/SOFFSET
(SIZE AND UTILITY TYPE MAY VARY)
PH
PVC
POWER RISER
POLY VNEL CHLORIDE
ry
(PS11Z1E IA—AY-VAPRIY)Ipllll
RGS
R
RIGID GALVANIZED STEEL CONDUIT
RIGHT OF WAY
WET UTILITY MANHOLE -EXISTING
(SIZE AND UPLITY TYPE MAY VARY)
•
C.11 —_4 0,
1.
SEW
SANITARY SEWER
BORE PH - PROPOSED..1—
SD
STORM DRAJN
(SIZE MAY VARY)
SIA.
STATION
UTILITY POTHOLE
SAM
sum
III
TELECOMa
rY'rJiv
GENERAL NOTES
GENERAL NOTES: AERIAL NOTES
Thelocations of ulilitics shown on these drawing are only approximate. MGC TECHNICAL CONSULTING, INC. h—byd-l.-any—p.-blily 1. ALL CONSTRUCTION IS TO BE PREFORMED TO INDUSTRY ACCEPTABLE STANDARDS,
o tbi�d padiea for the accuracy of thi—forrpaliod. Pe..... orking in the area covered by this drawing must contact tho--ide
CaII Before-YouD,g System to a acerlaiathelocation of underground ulillliea prior I. padormipg ,y .—b— 2, ALL NEW AERIAL(AND EXISTING) CABLE HEIGHTS OF ATTACHMENTS TO BE DOCUMENTED AT THE TIME OF CONSTRUCTION,
1, ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTI LITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK 3. 66MSTRAND TO BE USED WITH STANDARD 518`POLE LINK HARDWARE UNLESS OTHERWISE SPECIFIED BOND STRAND TO
STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CITY OF EDMONDS REGULATIONS ANDAPPLICABLE STATEPOWER MAIN—HE APPLICABLE.
AND FEDERAL REGULATIONS. WHERE THERE IS CONFUCT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE
STANDARDS, THE HIGHER DUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC RO W. OR EASEMENTS MAY REQUIRE 4. ALL ANCHORS TO BE USED WILL BE 3N' SCREW TYPE
INSPECTED AND APPROVED BY THE CITY OF EDMONDS INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO
BE PROVIDED BY DESIGNEE OF PROJECT SPONSORIOWNER, 5. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC ALONG W TH APPLICABLE LOCAL 8 REGIONAL
GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PRINTS IS TO BE
2.THECONTRACTOR IS SPECIFICALLY CADNONED THAT THE LOCATION ANDIOR ELEVATION OF EXISTING UTILITIES, AS SHOWN ONVALIDATED WTH THE DESIGNER OR OWNER PRIOR TO CONSTRUCTION,
THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE
FIELD. THE INFORMATION IS NOT TO BE REUED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL 6. ALL PVC OR HDPE CONDUITS ARE TO BE PLUGGEDWITH COMPRESSION STYLE PLUGS, ANY CONDUITS CONTAINING FIBER
UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING CABLE REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUIT AROUND THE CABLE.
UTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS
AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.
3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES, THE
CONTRACTOR SHALL NOTIFY THE CITY OF EDMONDS INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH
DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED.
4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF EDMONDS AND ALL UTILITY COMPANIES NTH REGARD
TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION. TO ASSURE THAT THE WORK IS
ACCOMPLISHED IN A TIMELY FASHION. AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR CONTACTING ALL PARTIES AFFECTED BY ANY DSRUPTION OF ANY UTILITY SERVICE.
5, THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS
AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALL
TIMES,
6. THE CONTRACTOR SHALL BE RESPONSIBLE FORAM ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO. EXCAVATION,
TRENCHING, SHORING, TRAFFIC CONTROL. AND SECURITY.
]_ IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR
OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE
CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY.
8, ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS
SPECIFICALLY STATED OTHERW SE.
9, FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE CITY OF EDMONDS, THE CONTRACTOR SHALL SUBMIT A
TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.0 T C D. FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES
WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC
CONTROL DEVICES AS MAYBE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONGTRUCTION CONFERENCE SHALL BE
HELD WITH CITY OF EDMONDS,
10, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE
INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED
OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.
11, PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL
CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDNG RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT
THE CONSTRUCTION SITE AND AVAILABLE TO THE CITY OF EDMONDS INSPECTOR AT ALL TIMES.
13. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATION
CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD —Gs.
14. ALL EROSION AND SEDIMENT CONTROL (E S.C) MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TO
GROUND DISTURBING ACTIVITY. ALL E S.C. MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH
TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING.
15. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF EDMONDS ENGINEERING
DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.
16. ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR. ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS. EARTH
MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE
TIME PERIOD APPROVED BY THE CITY OF EDMONDS,
Smt.. .
83RDeIT'11'
I z 3
131' 134' 147 iS0 140' 15? 19'7'
POLE NUMBER 2-53 n
POLE NUMBER 2-264836 P D NEUTRAL. N30Y I D OLE NUMBER 2-229260
Q POERAL 0 S 383 SECONDARY !PN. 302SECONfMRY 374° SECONDARY DPoP ARY 302SL ARY DRIP 298SECONDARY DRIP 305° SE gtPSL 298 I- OEMC/Sf ORMARY SNUND S 291SL DRIP 295 COMCARE STRAND ___ 259 n
XARM 258
IA70 25'10 FIR 2 h COM STRAND
242
FIR SIRWD 23'2
XiWM 22'3
IAYO OVFRUSH 2v iD° 3......_...........b1Y0 ATLACH
'MR=M-OVe CUMC.NSi ARM TO JA']" fn _._......__.__—
ZAROo7TACN 242
.=. P(IIF NIIMRF� 1-54NU � I PWN MR "CE St V2RINCONDUIT
MATCH TO SHEET 5
PLAN VIEW A
%'� CONSTRUCTION NOTES
V RESTING TV AGSIN, MORAGi PROPOSED MID SHUMET
SPLICE TO EXISTING CART£ AND!PAVE I0R(1) IMF CARIE
OR MATCH ESSTING CONTRACTOR TO VERIFY CORRECT
INS ING USSR CARIE PRIOR TO SIMM OF CONSTRUCTION_
0PR D OVERIASH(1) IMF—ALONG EXISTING
LIWPOIPS.
Q PROPOSED STWWD& LASH II) 144FUB 1—NG
EISSTING UTILITY POLES
O4 PROPOSED STRAND ONLY ALONG EXISTING UTILITY POI£S.
15
8�1
PLAN VIEW B
CONSTRUCTION NOTES
PROPOSED nw.aO au (F) 1 I uricn:oNO
Ew'_ usairy s.
CONSTRUCTION NOTES
5 P0.0POIPCU)4 RilEl.N.111NO C—POLE.PUIL
(i) 1dd1CAEIE T.R.-
HROUGH880]231
8807 231ST ST SVJ
O6 PROPOS ED TRENCH (1)- CGNDDT. PULL (1) UNFCNEHL
T.ROUCN. RESTORE SURFPCE PER LOCAIUR SD Cf
,�
eO PR EOFFT)TTHROUGLI I/4'0 C04DU i. PULL(1)1wF C/91f.
.
i
9O PR ORE SURFKE PER LOCA
R
ON SiwNUPRoSREsi
8123231ST Sl SVJ
=ED (1) 24 x35— NH. CORE VAULT AND POFCE
i. COL IDC OF (1)1MF CPBIf TLROUCRL
D
y
n
= s 232ADSTSW
a r
9
S'..•.,�..
9
Sit-
88W 231ST ST SVJ
8726231ST
ST SW
2
5 m
6 1
ox[xrnTw 111111111 Tov S[ vnmocn 1
9/11/18 EVKpx♦/ 1
x. Cellt. o� Wm9..
� .. -
m
PLAN VIEW C
w'. below
x. Call eara.vw&e.
PLAN VIEW D
CONSTRUCTION NOTES
aO PROPOSED POTHOLE
T /4'm CONDUIT. PULL (t11 WF C49LE
RO G4. POiHO:F UiILiIES PRIOR TO BORE.
9O PtR OSEO_ ROREPIi. RESTORE $TIT—PER LOCAL
O
PROPOSED (t)-3fi #4ION DSHH.LORE—TPND PIKE
CONDUIT. COIL tOB'OF(I)IEEF CA➢lf iHROU(31.
CONSTRUCTION NOTES
O9 PERDU DBOAE(2 UTILTICONOIRT. PULLIt)146FC�91E
iHA0004. POiHOIE UTILIiEt PRIOR i0 BOAE.
23121 EDISOND3 WAY
23121 EDMONDS WAY �—
® 71 F'
_. 232ND STSW
n
D
O
� S
RE, �U
9020232ND ST SW
8926 232ND ST SW
" lAl oa ex.x,rox si s,End eroas Ts enooram„s
•
amne o �Tn
Call osa. 1
PLAN VIEW E w xax ,o,�rEo.�o..,a.aTaW,Eo.s�
a.below.
x Calpl(}e.ro�ywep.
V
PLAN VIEW F
CONSTRUCTION NOTES
1. .11D TRENa (1)1 v/- DOOomi. PLn.un 1.1
ftOU- RESTORE SU—PER LOCH_
OICiION
OO PROPOSED BORE (2)1-1/4'm—DURT. PUL1.(1) 144F CABLE
THE— POTHOLE UELTHES PRIOR TO BORE.
O PRO POSED 4'% BORE PRT, RESTORE SUR— PER tKN.
)UR1501CL10N 5— ARDS.
O PROPOSED (1)24'-- HHE CORE VAULT AND -CECONDUIT. COR LBO' OF 0) IN.F UeIE iHROU-
CONSTRUCTION NOTES
PROPOSED TRENCL (2)1 1/4 —OULILL PULL(1)144F
GARY Th ROUGH. RESTORE SURFACE PER LOCAL
93M 232ND PL SW KST7 232ND PL SW JURISDICTION.
'' OB PROPOSEDBORE(2)11/4'm CONDUIT, PULLf1) 144f CABLE
T,'OU
(R . POi)1OLE Ut Li ES ERI. TO BORE.
O9 P1E PIT, RESTORE SUR— PERlMP1
RSD CF ON STAND
ARDS.
9001232ND PL S W O PROPO5E0 (1) 24'x36 #4 THE CORE VAULT AND PLACE
CONDO i. CO L IOU' Of (1)14F CABLE THROUGH.
n
S
m " 232ND PL SW to o
ti
23221 EDMONDS WAV
oy i,J
Sq
0
02
�j
8826 23'�ND PIL SW
Y
Y ox EmaT w.sss sNsn.. wn s.E rxOTUceaPxs
e/aT/1e LavL/ 1
IS I
v0 a2 wa�[u ov.V,rn wuu[xr
x.er.ne'.below. M
Cellena�.yau&e_ MCC
IRo�LCT N
L° T 2EIll to,ao4u ON05
PLAN VIEW G q "
�i EIA
�o1� °E —
23121 LOTIONON WAY
PLAN VIEW ISP
E
811
CONSTRUCTION NOTES
]O MPROPOSED TREN(2)1-1/4'0 CONDUIT, FULL (1)1MF
CABtF tHD{LIGH.. AEPAR SURFACE i0 CIN OF EDMONDS
STAUAR..
O ESS TING HH, CORE AND CONNECT PROPOSED 2'P
CONDUIT FROM TRENCH. CGL (1) IMF CfDLE THAO WH.
p POSED CORE NRSNNG HOHOU&CONNECT
ED AJ2'0 CONDUU FROM TRENCH. COIL (1)144F
/� HROUG ,
\3 FUTURE(1) 2'0 CONDUIT BY OTHERS FORTAYO.
PTOP05ED'. PULL (1) IMF CABLE THROUGH, 014 PROPOSED. PLACE RAYO NETWORK EQUIPMENT &FIBER
DIIHRMIBUT ON PANEL N EJBST NG F OFFMAN BOX
TERNATE PROPOSED tECFCABLE. x OF STRANDS lO
TERM NATETBDBYIAYO PROJECTMANAGER.
tO5 FUTURERD 'OCONDUTSBYOTHEASFORIAYO.P-H)
LIBER JUMPER THROUGH (1) VAUJ4T CONDUIT.
TYPICAL DETAIL - A
POLE ARRANGEMENT FOR AERIAL TO BURIED CABLE
�_• cvr
AERIAL TYPICALS
TYPICAL DETAIL - B
POLE ARRANGEMENT FOR REPEATER
OR HANDHOLE LOCATION
ca�siAamA�zR'�wu � z�x^ (x-un.am,u6 ra..er pa)
m mlWm xxr.
euro fza" wouz)
TYPICAL DETAIL - D „sv,wrwaexrz rc ,o sm pro, TYPICAL DETAIL - E
SUSPENSION STRAND - PULL AWAY
FROM POLE - 5 FEET OR MORE
DETAILTYPICAL
JDINING D45
�1T
LASHING WIRE
1T
TYPICAL DETAIL - C
TYPICAL CABLE h HARDWARE INSTALLATION
(B.BM STRAND \ iIO-M STRAND)
e.w m iw
-4, 11 aw>
ca[ urvw� � i/Y NxnF r
�uro�iou%Y �� LLaFv
10
Baro '/a u
TYPICAL DETAIL - F
TYPICAL ARRANGEMENT OF
MILE USHER AND CABLE GUIDE
reef ,m uve cuff a x' L.- cHt[
TYPICAL DETAIL - I
SUSPENSION STRAND - PULL TOWARD
POLE - LESS THAN 5 FEET
IASHING WIRE GRIP AND CU P
r�
% �`\ • ' �� X06
I
TYPICAL CONCRETE PANEL CROSS SECTION DETAIL
N62436 HANDHOLE DETAIL
T TRENCH DETAIL
FACINGEFOLIT ST'(MSOUTHSIDEOF231STSTSW
f 11�1d
CONSTRUCTION NOTES
CAVO AE0. EL STORAGE. PROPOSED MID SULPF H
sP� OF TO MST NG CABLL AND -100' (1)1"FCBFLE
OR MATCN EYJSTING CONTRACFOR TO VERIFY(ORRECT
MSTING FIBER CABLE PRIOR TO START OF CONSTRUCTION.
2
R1ASH (1) LMF CABLE ALONG MSTING
UROPTYOFFESE
®R PROPOSEDSTRAND&CASH(1116AFCABLEALONG
MUTING UTILITY PONES
PROPOSEDSTRANDONLYALONGEpSi NGL)i IJTYPONES.
PROPOSEDC1 S'ORSERON PBSi NG Ut UTY POLE. FULL
/C\ (1) 144F CABLE THROUGH.
V PROPOSED TRENCH (1) 4'O CONEFFIFF PULL (IF WE CABLE
THROUGH. RESTORE SURFACE PER LOCAL NUR SD CT ON.
0T
PEED TRENCH (2)1 1/4 0 CONDO , PULL (1) WE
CABLETHROUG1FRESTORE SURFACE PER LCCAL
IFIDIFIll-
0 PROPOSED BORE (2)1 1/4'0 CONDUIT, PULL (1) UDFCAE E
fIO
Gf1.POTHOLE JUIPLUES PR OR TO BORE.
PROPOSED
4'%6' BORE PIT, RESTORE SURFPLE PER LOCAL.
ISDICTION STANDARDS
O PROPOSED (1) 2Ak34'r24' HIL. CORE --DPLACE
QUIT. MOIL DO OF (1) WE CARNE THROUOI.
tOi
ENSTING HH, CORE AND CONNECT PROPOSED 2'0
NDUIt FROM igENCH COIL (I)144F CABLE iHRO WH.
GRPOS EOCOREMSTINGIF—HOLE&CONNECT
POSED 2'0 CONDUIT FROM TRENCH COILH)144F
PUTHIOUCN,
13 FLITURE(1) 2'c CONDUIT BY OTHERS FOR ZAY0
PROPOSED: PUFFF) L", CABLE THROUGH.
O PR POSED PLACE ]AVO NEMro0.K EgUIPMENi IF HEIR
DISTRIBUTION PANEL IN OPSTING HO D,MN BOK
TERMINATE PROPOSED -F CABLC — STRANDS TO
TERMINATE TBD BY—O PROJECT MANAGER.
OUR(2)2" CONDUITS BY OTHERS FOR 2LYO. PULL 0)
FIBER JUM PER THROLIG4 (1) VACANT CONDUIl
cd de
Chapter 4
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WSDOT Work Zone Traffic Control Guidelines for Maintenance Operations M54-44.05 Page 2-5
December 2014