HomeMy WebLinkAboutP_CAD_N.257439_170601_v1CONSTRUCTION NOTES,
L CALL UTILITY LOCATE AT 811 72 HOURS PRIOR TO
TRENCHING OR DIGGING.
2. THE EXISTENCE AND L❑CATION OF ANY UNDERGROUND
UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF
THE AVAILABLE CITY OR COUNTY RECORDS. SINCE THE
ACTUAL LOCATION AND NATURE OF THE UNDERGROUND
FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT
SHOWN, THE CONTRACTOR IS REQUIRED TO VERIFY PRIOR TO
EXCAVATION.
3. FOR UNDERGROUND ACTIVITYt TEST AND VENTILATE
MANHOLE/UTILITY VAULT PRIOR TO ENTRY, PLACE WARNING
DEVICES AND WORK AREA PROTECTION AS REQUIRED, AND
USE EYE AND HEAD SAFETY PROTECTION PER FEDERAL,
STATE, AND LOCAL REGULATIONS.
4. ALL EXCAVATION, TRENCHING, AND SH❑RING IS TO ADHERE
TO THE CODE OF FEDERAL REGULATIONS (CFR) 1926,65.0
SUBPART P,
n, PR❑VIDE ALL PITS WITH 1'x1' SLOPE AT ONE END OF
EXCAVATION FOR TECHNICIAN INGRESS/EGRESS.
b. EXCAVATED SPOILS ARE TO BE NO LESS THAN 24' EDGE OF
PIT OR TRENCH,
c, BARRICADE ALL OPEN PITS AND TRENCHING FOR PUBLIC
SAFETY, ALL BARRICADES MUST BE EQUIPPED WITH FLASHING
LIGHTS FOR NIGHT VISIBILITY.
d. FOR PITS GREATER THAN 4' IN DEPTH, USE APPROPRIATE
SHORING FOR WALL. STABILITY.
5. TRENCH COVER IS TO BE 36' MINIMUM AND FREE OF ROCKS,
DEBRIS, AND CLODS. THE TRENCH IS TO BE A MINIMUM OF
36' COVER IN DEVELOPED AREAS AND A MINIMUM OF 48' OF
COVER IN UNDEVELOPED AREAS (ANY VARIANCE FROM THESE
STANDARDS WILT_ BE SPECIFIED ON THE PLANS.)
6. ALL ASPHALT/CONCRETE AND LANDSCAPING REMOVED,
DISTURBED, OR DAMAGED AS A RESULT OF CONSTRUCTION
SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER.
7. NORMAL/ GUIDED -BORING METHOD RECOMMENDED WHEN BORING.
8. ADHERE TO AIRTIGHT GUIDELINES UNLESS OTHERWISE NOTED.
9. BOND BURIED/AERIAL FACILITIES AS REQUIRED BY
JURISDICTIONAL AGENCY(S).
10. AERIAL FACILITIES ARE TO BE TESTED PRIOR TO BEGINNING
WORK PER STATE AND LOCAL REGULATIONS.
11. ALL WORK AREA PROTECTIONS FOR TRAFFIC CONTROL IS TO
BE WITH APPROVED WARNING DEVICES AND PLACED PER
STATE DEPARTMENT OF TRANSPORTATION AND/OR PUBLIC
WORKS ENGINEERING DEPARTMENT STANDARDS AND
SPECIFICATIONS, IF REQUIRED, A TRAFFIC CONTROL PLAN
SHALL BE SUBMITTED TO THE REQUESTING PERMITTING
AGENCY. PRIOR TO BEGINNING WORK, PERMITTING AGENCIES
MUST BE NOTIFIED 48 HOURS IN ADVANCE OF CONSTRUCTION
ACTIVITIES.
12. EXISTING PEDESTRIAN CROSSWALKS AND WALKING AREAS
SHALL BE MAINTAINED AT ALL TIMES. AS NECESSARY,
TEMPORARY PEDESTRIAN CROSSWALKS AND WALKING AREAS
SHALL BE PROVIDED AND MAINTAINED PER STATE
DEPARTMENT OF TRANSPORTATION AND/OR PUBLIC WORKS
ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS.
13. THE FOLLOWING FOOTAGES ARE ESTIMATES, F❑0TAGES TO BE
VERIFIED PRIOR TO CONSTRUCTION.
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Lowe's Regional Office FWsiness Office
SW 16th S1 SW 16t
MH T129
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WORK LOCAON
1101 SW 16TI-IfST
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SCOPE OF WORK: THIS JOB WILL NEW EQUIPMENT AT 1101 SW 16TH ST, RENTON
PLEASE NOTE, THE RECORDS ARE INCORRECT AND THIS JOB WILL REQUIRE ROD AND PROOF FROM THE CUSTOMERS MPOP
WORKING TOWARDS THE C.Q. TO MH -T129.
FIBER:
CTL WILL ACCESS POF MH -T129 VAULT SHOWN ON CAD DRAWING. CTL WILL PLACE APPROX. 687 FEET OF 1-1/41NCH
INNERDUCT AND FIBER OUT OF POF VAULT TO CUSTOMERS BLDG'S MPOP.
• LRE13, 9-10
NOTE, CUST CLEAR PATH IS APPROX. 75 FEET IN THE ROOM NEXT TO THE MPOP. PATH WILL BE PROVIDED DURING
BUILDING CONSTRUCTION REMODEL.
PLEASE NOTE, PLANNERS NOTES ADDED BELOW FOR REFERENCE:
POF MH T129 LRE13, 9-10 / PLACE NEW 24CT FROM MH 129 TO OUST MPOP, NEED TO FIND BEST PATH.
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CenturyLink-
All
Underground Utility Locations Shown Hereon Are
Approximate. Construction Contractor Is Responsible
For The Location Of Municipal And Private Utilities
WILMARI
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Click Wholesale O
Distributing
N PERMITS
YES/NO
DESIGNED SERVICES: ❑
HELD ORDERS: ❑
ROW REQUIRED: ❑
CITY: ® ❑
COUNTY: ❑
STATE: ❑
CUSTOMER: CUSTOMER WILL WANT TO PROVIDE NEW 2'X4' 3/41NCH BACK BOARD ON EAST
WALL ALONG WITH NEW POWER.
FIELD VERIFIED 1-41NCH CONDUIT IN THE MPOP, FIELD WAS NOT ABLE TO VERIFY CONDUIT IN
THE ROW SERVING HAND HOLE 1054. PLEASE NOTE, THE RECORDS ARE IN CORRECT AND THIS
JOB WILL REQUIRE ROD AND PROOFING CTL CONDUIT AND CSO CONDUIT STARTING FROM THE
MPOP AND WORKING TOWARDS THE C.O. CTL CREWS WILL PLACE 1-1/41NCH INNERDUCT FROM
SERVING HAND HOLE TO THE MPOP APPROX. 243 FEET.
CALL TWO WORKING DAYS
BEFORE YOU DIG
811
PLOTTED: UB11112U11 BY: SARAH 1HA1C:HER
1101 SW 16TH ST
RENTON, WA 98057
DRAFTED BY: KILLION COMM.
ERFS DATE:
TRENCH OPEN DATE:
APPROVED MNEMONICS:
ASSOCIATED PROJECTS:
LCON NAME AND NUMBER:
KELLI BAYS 206-573-1204
FIBER ENGINEER: MICHAEL GILLIAM
CUSTOMER NAME: AMAZON
CUSTOMER ADDRESS:
1101 SW 16TH ST
RENTON, WA 98057
FIELD ENGINEER: CORY COATE
(503)-961-5023
TOWN: RANGE: SECT:
23N I 4E 1 24
JOB: N.257439
GEO CODE:
WC CLLI: RNTNWA01
SH1 OF
RAILROAD:
❑
N
LOOP QUAL.:
❑
N
SW 16
PREMIS FORM:
❑
N
CONFORMANCE TEST:
®
❑
SEE NDS
CUSTOMER: CUSTOMER WILL WANT TO PROVIDE NEW 2'X4' 3/41NCH BACK BOARD ON EAST
WALL ALONG WITH NEW POWER.
FIELD VERIFIED 1-41NCH CONDUIT IN THE MPOP, FIELD WAS NOT ABLE TO VERIFY CONDUIT IN
THE ROW SERVING HAND HOLE 1054. PLEASE NOTE, THE RECORDS ARE IN CORRECT AND THIS
JOB WILL REQUIRE ROD AND PROOFING CTL CONDUIT AND CSO CONDUIT STARTING FROM THE
MPOP AND WORKING TOWARDS THE C.O. CTL CREWS WILL PLACE 1-1/41NCH INNERDUCT FROM
SERVING HAND HOLE TO THE MPOP APPROX. 243 FEET.
CALL TWO WORKING DAYS
BEFORE YOU DIG
811
PLOTTED: UB11112U11 BY: SARAH 1HA1C:HER
1101 SW 16TH ST
RENTON, WA 98057
DRAFTED BY: KILLION COMM.
ERFS DATE:
TRENCH OPEN DATE:
APPROVED MNEMONICS:
ASSOCIATED PROJECTS:
LCON NAME AND NUMBER:
KELLI BAYS 206-573-1204
FIBER ENGINEER: MICHAEL GILLIAM
CUSTOMER NAME: AMAZON
CUSTOMER ADDRESS:
1101 SW 16TH ST
RENTON, WA 98057
FIELD ENGINEER: CORY COATE
(503)-961-5023
TOWN: RANGE: SECT:
23N I 4E 1 24
JOB: N.257439
GEO CODE:
WC CLLI: RNTNWA01
SH1 OF
AERIAL LEGEND
ANC ANCHOR
CA ARM CABLE ARM
CATV CABLE TV
DG DOWN GUY
DGA DOUBLE GUARD ARM
FGA FIBER GLASS ARM
F/S FIELD SIDE
GA GUARD ARM
HOA HEIGHT OF ATTACHMENT
M/R MAKE READY
❑HG OVERHEAD GUY
R/S ROAD SIDE
SLAN LIGHT OR POWER COMPANY INVENTORY NUMBER
SWA SIDEWALK ANCHOR AND GUY
T TELEPHONE
TERM TERMINAL
TRANS TRANSFORMER
TAPE & SHAPE REQUEST FOR POWER COMPANY TO CLEAN UP
SECONDARY POWER CABLES AND/OR TOP OF RISER
CABLES SO PROPOSED CABLE CAN BE ATTACHED
WITHOUT VIOLATING THE 40' RULE,
CABLE ARM ATTACHMENT LOCATION,
TF TOP FIELD SIDE
TS TOP STREET SIDE
TIP TOP INSIDE POSITION
TIS TOP INSIDE STREET SIDE
TMP TOP MIDDLE POSITION
TOP TOP OUTSIDE POSITION
TOS TOP OUTSIDE STREET SIDE
BF BOTTOM FIELD SIDE
BS BOTTOM STREET SIDE
BIP BOTTOM INSIDE POSITI❑N
BIS BOTTOM INSIDE STREET SIDE
BMP BOTTOM MIDDLE POSITION
BOP BOTTOM OUTSIDE POSITI❑N
BOS BOTTOM OUTSIDE STREET SIDE
CenturyLink-0
EXISTING EQUIPMENT LEGEND
EDGE OF PAVEMENT (0 TELEPHONE BULLET PEDESTAL =) ELECTRIC PEDESTAL/ CABINET
C/L
CENTERLINE
6
TELEPHONE REPEATER
PwR
ELECTRIC TRANSFORMER
-R/W- -R/W-
RIGHT ❑F WAY
®
TELEPHONE PEDESTAL
CD
ELECTRIC METER
P/L
PROPERTY LINE
r HH
TELEPHONE VAULT/HANDH❑LE
ELECTRIC VAULT/HANDHOLE
— — — — — —
— — — —
EASEMENT
=
TELEPHONE CABINET
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ELECTRIC MANHOLE
CURB & GUTTER
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TELEPHONE MANHOLE
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ELECTRIC J -BOX
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TELEPHONE COOL PED
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SEWER MANHOLE
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TELEPHONE SAI
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STORM DRAIN CATCH BASIN
- - -TEL- - - -TEL- - - -TEL--
TELCO
MR
TELEPHONE USAM
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ELECTRIC
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TELEPHONE OWNED POLE
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SEWER DRAIN MANHOLE
CATV
CATV
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JOINT USE POLE
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C/L MONUMENT
GAS
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CATV BULLET PEDESTAL
®
POLE ITEM NO.
- TRAFFIC
TRAFFIC SIGNAL
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CATV PED
WATER
WATER
WATER
Tv
CATV VAULT/HANDH❑LE
SEWER
SEWER
SEWER
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TRANSFORMER POLE
STORM
STORM
STORM
IRRIG
IRRIG
IRRIGATION
----------------- PARKWAY TRENCH
i%/%/////////
All Underground Utility Locations Shown Hereon Are
Approxi mate. Construction Contractor Is Responsible
For The Location Of Municipal And Private Utilities
AERIAL BUILD
AERIAL BUILD
SLACK SPAN
AERIAL STRAND
GAS METER
GAS VALVE
LA WATER METER
® WATER VALVE
FIRE HYDRANT
® WATER MANHOLE
Q IRRIGATION METER
® IRRIGATION VALVE
>—< CULVERT
Ts TRAFFIC SIGNAL VAULT/HANDH❑LE
Q TRAFFIC SIGNAL POLE
B STREETLIGHT
PR❑PDSED EQUIPMENT LEGEND I
CALL TWO WORKING DAYS
BEFORE YOU DIG
811
PLOTTED: 08/1712017 BY: SARAH THATCHER
® 2'x2' RECEIVING PIT
® 4'x4' RECEIVING PIT
Fix11SAI
® COOL PEDESTAL
ELECTRIC PEDESTAL
HH TELCO HANDHOLE
® TELCO PEDESTAL
U TELCO CABINET
® TELCO MANHOLE
>— ANCHOR & DOWN GUY
.— DOWN GUY
xxx' ASPHALT TRENCH FOOTAGE
xxx' DIRT OR S/W TRENCH FOOTAGE
xxx] BORE FOOTAGE
xxx AERIAL FOOTAGE
1101 SW 16TH ST
RENTON, WA 98057
DRAFTED BY: KILLION COMM.
JOB: N.257439
GEO CODE:
WC CLLI: RNTNWA01
SH 2 OF 3