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10037166 — HARRISON (E
9617 FIRDALE AVE
EDMONDS, WA 98020
CONTACT PERSON-
Fibe Solutions
Project Manager
Ron Desmet
604 W Meeker St, Suite 103
Kent, Washington 98032
(Cell) 206.571.2230
(Email) rdesmet@fibesolutions.com
SHEET INDEX:
DMONDS)
Zayo Group
Project Manager - OSP
Doug Carson
20829 72nd Ave S, Suite 300
Kent, Washington 98032
(Cell) 623.221.5995
(Email) douglas.carson@zayo.com
1 - COVER SHEET AND PROJECT LOCATION
2 - ZAYO GENERAL NOTES
3 - LINE TYPE AND SYMBOL LEGENDS
4 - STANDARD DETAILS
5 - DETAILED PLAN VIEW
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ENGR: FIBF SOLUTIONS
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PROJECT LOCATION
PROJECT DESCRIPTION
NEW AERIAL —
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OVERLASH —
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MOVE STORAGE —
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NEW UNDERGROUND —
36
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EXISTING CONDUIT —
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3RD PARTY CONDUIT —
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RISERS —
0
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TOTAL FOOTAGE —
36
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10037166 — HARRISON
File name: 10037166.
Date: 5/30/18
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GENERAL ZAYO NOTES
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I. GENERAL
1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED
PRIOR TO CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD
OF THE WORK, AS NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES.
IT IS UNDERSTOOD THAT THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR
STRUCTURES ENCOUNTERED THAT ARE NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE
NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD. THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL
OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND IMPROVEMENTS. FURTHERMORE, BIDDERS UNDERSTAND AND
AGREE THAT WORK IN SOME CASES MUST BE DONE IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND
PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH MAY REQUIRE A CHANGE IN OPERATIONS AND
MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL, ADDITIONAL PAVEMENT AND BACKFILL COSTS
AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE OCCURRENCES IS USUAL AND
ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE BIDDERS AGREE TO PROVIDE FOR
THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND/OR
UTILITY RELOCATIONS DUE TO SAID CONFLICTS.
2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811
3. INSPECTION -- THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES.
4. EXCESS WATER -- SHALL WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DEWATER, AS PER THE STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES.
5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL
SYSTEM.
6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES
TO PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE.
7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS.
8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT
WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT
WHERE PRIOR WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED.
11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON
ADJACENT PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH
DAY AND AS OTHERWISE REQUIRED.
12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT,
LATERAL MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION.
II. TRAFFIC CONTROL
1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL
APPROVE ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO
ACCOMPLISH A SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS.
2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING
NON -WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S
EMPLOYEES AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN.
III. SITE PREPARATION
1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE.
SOD SHALL BE EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE.
2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT
WITH LIKE MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE).
3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE
CONTRACTOR.
IV. TRENCH EXCAVATION AND BACKFILL
1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR
SHALL BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR
PROCESS. STONEWAY MIX 351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN
NON -TRAFFIC AREAS. MIX 1121 IS TO BE USED IN TRAFFIC -BEARING LOCATIONS.
2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL REQUIREMENTS.
JOB 1
ENGR: FIBE PROPRIETARY -NOT FOR DISTRIBUTION
SOLUTIONS O
V. UTILITY DUCT
1. BURIED DUCT SHALL BE (2) 1-%" HDPE. MINIMUM COVER SHALL BE 36" WITH A MINIMUM SLOPE OF 1/2 % TO
VAU LT.
2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS
COMPLETED, PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE
PARTICULAR CARE TO KEEP CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE
OF CONSTRUCTION.
3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH.
INSTALL PULL ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER
CABLE WILL REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE.
4. OUTSIDE INNERDUCT SHALL BE 1 1/4" OPTIC -GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR
ORANGE, WITH PULL ROPES & PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM -RATED.
5. ALL RISER MORE THAN 50' FROM A VAULT OR A PULL POINT ARE TO BE 4" SCHEDULE 80 PVC STOPPED AT THE
BASE OF THE POLE WITH (2) 1-1/4" HDPE DUCTS PASSING THROUGH. RISERS WITHIN 50' OF A VAULT WILL BE 4"
SCHEDULE 80 PVC CONDUIT WITH (2) 1-/a" INNERDUCTS PASSING THROUGH.
VI. CEMENT CONCRETE PAVEMENT
1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD
SPECIFICATIONS OF EACH CITY OR COUNTY.
VII. ASPHALT CONCRETE PAVEMENT
1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B
ASPHALT CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH CITY OR COUNTY.
VIII. GRAVEL AREAS
1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP
COURSE IN ACCORDANCE WITH THE REQUIREMENTS OF EACH CITY OR COUNTY.
IX. SITE RESTORATION
1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT
WHICH EXISTED PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES.
2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN -KIND PLANT MATERIAL AND SHALL BE
PROPERLY PLANTED AND WATERED IN TO ENSURE ITS SURVIVAL.
3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY
EXISTED PRIOR TO CONSTRUCTION.
X. WATER QUALITY
1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE
OF WASHINGTON'S WATER QUALITY STANDARDS
2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE.
XI. BORING
1. WHEN BORING ROADWAYS, INSTALL 2-1 1/4" HDPE CONDUITS WITH PULL ROPES AND PLUGS.
2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE
EXISTING UTILITIES.
XII. FIRE PROTECTION
1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT.
2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE -RATED. ALL FIRE SEAL IN EXISTING LOCATIONS
SHALL BE REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT.
XIII. AERIAL
1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS.
2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION.
3. 6.6 MM STRAND TO BE USED WITH STANDARD 5/8" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND
STRAND TO POWER MAIN WHERE APPLICABLE.
4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE
LOCAL AND REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE
CONSTRUCTION PERMITS IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION.
10037166 - HARRISON
File name: 10037166.
Date: 5/29 / 18
Sheet 2 Of Q
Number: I V
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NOTE:
9601
LANDSCAPE
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STATION STATING AT 10+00 AT THE
INTERSECTION OF 3RD AVE NW AND
NW 203RD ST
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SPECIFIC NOTE:
THE LOCATIONS OF UTILITIES SHOWN ON THE
PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS
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CONSTRUCTION NOTES:
ODIRECTIONAL_ BORE UNDER ASPHALT ROADWAY AND
INSTALL (3) 1 —1 /4"0 HDPE. PULL (1) 144CT FIBER
THROUGH.
OHAND TRENCH IN ASPHALT / CONCRETE SIDEWALK
PER DETAIL ON SHEET 4. INSTALL (1) 2"0 CONDUIT
AND PULL (1) 1 44CT FIBER THROUGH. REMOVE AND
REPLACE CONCRETE SIDEWALK PANEL AND ASPHALT
PER CITY OF EDMONDS SPECIFICATIONS. EXIT RIGHT
OF WAY. SEE SITE DESIGN.
JOB : 100°°2� PROPRIETARY —NOT FOR DISTRIBUTION
ENGR: FIBE SOLUTIONS
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