HomeMy WebLinkAboutP_Site_Design_20171101_v1SCOPE OF WORK:
SHEET INDEX:
1 - COVER SHEET
2 - NOTES & LEGEND SHEET
3 - DETAILS SHEET
4 - DESIGN
5 - DESIGN
6 - TCP
BILL OF MATERIALS*:
CONTACTS:
KV13 B NEW NODE KV45
THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNICATIONS
PROJECT MAP:
COVER
AERIAL OVERLASH 2300' OF 144 CT FIBER = 2300' FT.
PROJECT DESCRIPTION*
11599 SE 182nd ST, RENTON, WA. 98055
SEFNCO JOSH BLAKSLEE 253-455-1066
COMCAST BILL WALKER
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQC11599 SE 182nd STRENTON, WA243191PERMIT1 710/31/17PERMITHBB-COMCAST
COMCAST
JT#243191
AERIAL OVERLASH 2300' 144CT FIBER OPTIC.
AERIAL OVERLASH 2300' 144CT FIBER OPTIC.
TOTAL FOOTAGE:= 2300' FT.
NOTES & LEGEND
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQC11599 SE 182nd STRENTON, WA243191PERMIT2 710/31/17PERMITHBB-6
ROW
R
PROPOSED VAULT
PROPOSED BORE PIT
STREET/SIGNAL/TRAFFIC LIGHT
CONSTRUCTION NOTE
CATCH BASIN
FIRE HYDRANT
EXISTING POLE W/ NEW RISER
BUILDING OUTLINE
TRAFFIC FLOW
LANDSCAPING/TREE
POTHOLE LOCATION
CHANNELIZATION
5+39 STATIONING
(xxx') OPEN TRENCH
PROPOSED DIRECTIONAL DRILL
EXISTING PULL THRU
PROPOSED BORE
PROPOSED OPEN TRENCH
(xxx') EXISTING PULL THRU
(xxx') BORE
(xxx') DIRECTIONAL DRILLRIGHT-OF-WAY
CENTERLINE
TRAFFIC LANE
FENCE
STORM DRAIN
MANHOLE
COMMUNICATIONS
WATER
SEWER
POWER
GAS
D
CB
S C
GAURD RAIL AERIAL STRAND
FIBER PLACEMENT NOTES:
GENERAL NOTES:
DISCLAIMER:
1.IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO VERIFY ALL RIGHT OF WAY
BEFORE CONSTRUCTION IS TO BEGIN. NO UNDERGROUND INSTALLATION REPRESENTED WITHIN
THESE PLAN SHEETS IS PROPOSED OUTSIDE OF THE RIGHT OF WAY.
2.THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND WILL/MAY VARY ONCE UTILITIES HAVE
BEEN FIELD LOCATED.
3.ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINED DURING CONSTRUCTION
AND IS COLLECTED IN THE AS-BUILT PHASE.
1.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY
SEE LOCAL DIRECTORY FOR CONTACT TELEPHONE NUMBER OF LOCAL CALL BEFORE YOU DIG AGENCY.
2.CONTRACTOR SHALL RECORD SEQUENCE # OF FIBER CABLE AT EVERY WORK POLE, MANHOLE, FIBER STORAGE LOOP
AND TAIL LOCATION. CONTRACTOR TO PROVIDE PROJECT MANAGER WITH SEQUENCE NUMBERS AT PROJECT
COMPLETION.
3.SLACK LOOP AND SNOWSHOE STORAGE LOCATIONS SHALL BE DETERMINED ON CONSTRUCTION DRAWINGS, HOWEVER,
REEL LENGTHS OF FIVE HUNDRED FEET (500') OR LESS ON LARGE COUNT FIBER OR THREE HUNDRED FEET (300') OR LESS
ON SMALL COUNT FIBER ARE DIFFICULT TO USE AND SHOULD BE PLACED AS FSL'S, NOT CUT AND RETURNED.
4.FIBER OPTIC IDENTIFICATION TAGS SHALL BE PLACED AT EVERY WORK POLE, MANHOLE, FIBER, STORAGE LOOPS, SPLICE
CASES AND WHERE INDICATED BY PROJECT MANAGER. TAGS NEED TO BE PLACED SO AS TO BE READ FROM THE GROUND.
5.CABLE LUBRICATION SHALL BE USED TO REDUCE PULLING TENSION. LUBRICANTS MUST NOT CONTAIN ANY PETROLEUM
PRODUCTS.
6.A 100 FOOT FIBER COIL MUST REMAIN IN ALL VAULTS UNLESS OTHERWISE NOTED.
7.ALL BURIED INFRASTRUCTURE MUST BE ACCOMPANIED WITH WARNING TAPE AND A TRACER WIRE, AT RISER POLES THE
LOCATE WIRE SHALL BE ACCESSIBLE AT THE BASE OF THE RISER.
8.ALL RISERS WILL BE CAPPED AT ALL TIMES.
9.ALL FIBER SHALL BE MARKED AS TO DIRECTION IN EACH VAULT. RED-NORTH, GREEN-SOUTH,YELLOW-EAST, AND
BLUE-WEST. DO NOT TAPE FIBER CABLES TOGETHER IN RISER.
1. ALL VAULTS / HANDHOLES TO BE EQUIPPED WITH SECURITY LIDS WITH LOCKING BOLTS.
2. GROUND RESTORATION/RIGHT-OF-WAY SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION.
3. ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM OF 36" RADIUS UNLESS
SPECIFIED OTHERWISE.
4. BURIED FIBER OPTIC WARNING SIGNS SHALL BE PLACED AT EACH SIDE OF ALL ROAD CROSSINGS,
AT CULVERTS, DITCHES AND IN A STRAIGHT LINE OF SIGHT SPACING OF APPROXIMATELY 500 FEET.
5. DEVIATIONS FROM THE ENGINEERED ROUTE REQUIRES A PROJECT MANAGER AND RIGHT-OF-WAY
OWNER OR CARETAKER APPROVAL PRIOR TO CONSTRUCTION.
6. WHERE PERMITS FROM STATE, COUNTY, CITY, RAILROAD OR GOVERNMENT AGENCIES ARE
REQUIRED, ALL WORK PERFORMED WILL COMPLY WITH THESE AGENCIES STANDARD
SPECIFICATIONS.
7. THE PROJECT MANAGER WILL NOTIFY BUILDING MANAGEMENT WHEN WORK WILL BEGIN ON
BUILDING. CONTRACTOR TO COORDINATE ROOM ACCESS AND WORK START AND STOP TIMES
WITH BUILDING MANAGEMENT.
8. THE PROJECT MANAGER IS TO BE NOTIFIED BY THE CONTRACTOR 24 HOURS PRIOR TO
CONSTRUCTION. SEE COMPANY CONTACT LIST FOR CONTACT NAME(s) AND TELEPHONE NUMBER(s).
9. THE PROJECT MANAGER WILL RESERVE THE RIGHT TO INSPECT AT ANY TIME THE WORK BEING
PERFORMED BY THE CONTRACTOR. IF PROJECT MANAGER DETERMINES THAT THE WORK IS NOT
BEING PERFORMED TO MINIMUM QUALITY STANDARDS, THEN THE CONTRACTOR SHALL PROVIDE
REWORK AT HIS OWN COST.
10. ANY CHANGE IN PROJECT SCOPE, INCLUDING BUT NOT LIMITED TO, CONDUIT LENGTH, CONDUIT
PATH, AERIAL PATH ETC., MUST BE APPROVED BY THE PROJECT MANAGER.
11. ALL CORING/CONSTRUCTION THAT WILL CAUSE NOISE AND/OR VIBRATION SHALL BE DONE WITHIN
ALLOWED (9AM-3PM) BUSINESS HOURS.
12. ANY AND ALL UNDERGROUND UTILITIES ENCOUNTERED ARE THE RESPONSIBILITY OF THE
CONTRACTOR TO LOCATE, PROTECT, AND REPAIR, IF DAMAGED.
13. ALL FOOTAGES ARE BASED ON FIELD GATHERED MEASUREMENTS, AS SUCH SOME VARIANCE
SHOULD BE ANTICIPATED. ADJUST AS NEEDED.
14. ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 36" MINIMUM COVER. SITE HAS POTENTIAL FOR
ROCK THAT WOULD PREVENT THE ABILITY TO PROVIDE THE MINIMUM COVER. IN CASES WHERE THE
MINIMUM COVER CAN NOT BE ACHIEVED, THE CONDUIT SHALL BE PLACED IN A SCH 40 EMT SLEEVE
OR APPROVED EQUIVALENT.
15. WATER, SEWER, STORM SEWER AND EASEMENT LOCATIONS ARE BASED OFF OF CITY MAPS,
NOT FIELD VERIFIED.
16. BORING OF AC PAVING IS REQUIRED AT ALL LOCATIONS AS INDICATED ON PLANS.
17. AT NO TIME SHALL CURBS, GUTTERS OR HANDICAP BE DISTURBED.
18.DOOR HANGERS ARE TO BE PLACED A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION.
19. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL PLACE MESSAGE BOARDS STATING LANE
CLOSURES, AND DELAYS A WEEK IN ADVANCE. LOCATION OF THE MASSAGE BOARD SHALL BE
COORDINATED WITH THE CITY INSPECTOR AT THE PRE-CONSTRUCTION MEETING.
20. LANE CLOSURES CANNOT EXCEED MORE THAN 300 FT. AT A TIME. FOR SAFETY PURPOSES THERE
SHALL BE ONLY ONE CLOSURE AT A TIME ALONG INTERNATIONAL BLVD. MORE FLAGGERS WILL BE
NECESSARY TO HELP VEHICLES AND PEDESTRIANS IN THE WORK ZONES DURING THE LANE
CLOSURES.
LEGEND:
V
U U U U U U U U U U
S
W
P
C
G
D
COMCAST
NO SCALE
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQC11599 SE 182nd STRENTON, WA243191PERMIT3 710/31/17PERMITHBB-TRENCHMANHOLEUTILITY CROSSING
TYPICAL POT HOLE REPAIR DETAILPOT HOLE REPAIRTYPICAL VAULT DETAIL
13"
17"
14"
12"
3"
19"22"
18"
PROPOSED FIBER
EXISTING GROUND
EXISTING UTILITY POLE
TYPE C STEEL-TO-STEEL ADAPTER
dzW/>WK> Z/^ Z^;ϮͿϰΗT
5
STEEL
(1) 10' NOTCHED & (1) 10'
STEEL CONDUIT
SECTIONS
15" HDG POLE BRACKET
W/ PIPE CLAMP (B2017
BY POWER-STRUT OR
EQUAL) 4" MIN. OFFSET
FROM POLE
TYPE C STEEL-TO-STEEL
$'$37(5&$3 $7
22' (TYP.)24' (TYP.)HEIGHT VARIES(1) 10' NOTCHED STEEL
CONDUIT SECTION
POLE RISERVAULTTYPICAL DETAILS
4 5/8" DIA.
LIFTING INSERTS
ROUND ACCESS
COVER
4 3/4" KNOCKOUTS
4 EACH SIDE
*5281'
ROD KNOCKOUTS
VAULT NO.
444-LA 2,280 LBS.
OPTIONAL PULLING
IRON1 EACH SIDE
TYPICAL MANHOLE DETAIL
NO. 3806 6"
RISER 280 LBS.
6"
4 - "C" CHANNELS 24" LG.
LIFT HOLE 1 1/2" DIA.
EACH SIDE
LADDER RUNG GROOVES
PLACE 8' GROUND
ROD W/CLAMP
AND ATTACH 10'
OF #6 COPPER
WIRE. LEAVE 4"
OUT OF BOTTOM
OF VAULT.
4'-0"
LIFT INSERTS
3-5/8" DIA.
4'-0"
42"
42"
42"
4'-0"
30"x10" FLANGE DOWN
&/($523(1,1*
800 LBS.
6"
MAGNETIC LOCATOR
TAPE (ENTIRE TRENCH
LENGTH)
TYPICAL TRENCH DETAIL
EXISTING SURFACE
CONTRACTOR TO VERIFY
SPECIFICATION WITH LOCAL
JURISDICTION.
PROPOSED CONDUIT
BACKFILL COMPACTED
TO 90% OF MAXIMUM
RELATIVE DENSITY OR
STONEWAY MIX 1004.
COMPACT TO 95%
UNDER ROADWAYS OR
STONEWAY MIX 351
OR 1121.
SURFACE RESTORATION
TYPICAL UTILITY CROSSING DETAIL
COMCAST
POLE-1
POLE-2
POLE-3
POLE-4
POLE-5
POLE-6
TIE IN
SP.WAKU.056651'133'76'66'139'1
2
2
2
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQC11599 SE 182nd STRENTON, WA243191PERMIT4 710/31/17PERMITHBB-COMCAST
1 TIE IN AT SPLICE CASE RS11 - SP.WAKU.0566
CONSTRUCTION NOTES
2 OVERLASH 2300', PROOF PULL 144CT FIBER
POLE-7
POLE-8
POLE-9125'193'215'2
2
2
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQC11599 SE 182nd STRENTON, WA243191PERMIT5 710/31/17PERMITHBB-COMCAST
CONSTRUCTION NOTES
2 OVERLASH 2300', PROOF PULL 144CT FIBER
POLE-9
POLE-10
POLE-11POLE-12
POLE-13POLE-14POLE-15 193'237'197'151'
157'206'
SP.WAKV.0567
2
2
22224
3
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQC11599 SE 182nd STRENTON, WA243191PERMIT6 710/31/17PERMITHBB-COMCAST
3 SP.WAKV.0567
CONSTRUCTION NOTES
4 END OF WORK
2 OVERLASH 2300', PROOF
PULL 144CT FIBER