HomeMy WebLinkAboutP_CADN.236060_170418_v1CONSTRUCTIONNOTES,
PERMITS
1. CALL UTILITY LOCATE AT BSS 72 HOURS PRIUR TO
TRENCHING DR DIGGING.
VICINITY MAP
YES/NO
2. THE EXISTENCE AND LOCATION DF ANY UNDERGROUND
UTILITY PIPES DR STRUCTURES SHOWN ON THESE PLANS
OBTAINED BY FIELD INSPECTION AND A SEARCH OF
DESIGNED SERVICES:
1:1WERE
THE AVAILABLE CITY OR COUNTY RECORDS. SINCE THE
ACTUAL LOCATION AND NATURE OF THE UNDERGROUND
FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT
HELD ORDERS:
❑
SHOWN, THE CONTRACTOR IS REQUIRED TO VERIFY PRIOR TD
EXCAVATION.
3. FOR UNDERGROUND ACTIVITY, TEST AND VENTILATE
ROW REQUIRED:
❑
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
-
CITY:
4. ALL EXCAVATION, TRENCHING, AND SHORING IS TO ADHERE
o
TO THE CODE OF FEDERAL REGULATIONS (CFR) 1926.650
0
f B"
❑
SUBPART P.
0
COUNTY:
n. PROVIDE ALL PITS WITH 1'x1' SLOPE AT ONE END OF
OA
EXCAVATION FOR TECHNICIAN INGRESS/EGRESS.
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WORKLOCATION
❑
b. EXCAVATED SPOILS ARE TO BE NO LESS THAN 24' EDGE OF
Angel Screen Printing
STATE:
PIT OR TRENCH.
0
810 SW 34TH ST
c. BARRICADE ALL OPEN PITS AND TRENCHING FOR PUBLIC
SAFETY, ALL BARRICADES MUST BE EQUIPPED WITH FLASHING
cO
Schatz Brothers® International
Bakery - Renton Game Technology
RAILROAD:
❑
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,
a
LOOP QUAL.:
❑
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
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PREMIS FORM:
❑
STANDARDS WILL BE SPECIFIED ON THE PLANS.)
CUST MH UN
6, ALL ASPHALT/CONCRETE AND LANDSCAPING REMOVED,
DISTURBED, OR DAMAGED AS A RESULT OF CONSTRUCTION(den's
Dealer Services
CONFORMANCE TEST:
®
1-1SHALL
BE RESTORED TO ORIGINAL CONDITION OR BETTER.
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7. NORMAL/GUIDED-BORING METHOD RECOMMENDED WHEN BORING.
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8, ADHERE TO AIRTIGHT GUIDELINES UNLESS OTHERWISE NOTED.
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9. BOND BURIED/AERIAL FACILITIES AS REQUIRED BY
d Craftsmen BSecurity0
JURISDICTIONAL AGENCY(S).
10. AERIAL FACILITIES ARE TO BE TESTED PRIOR TO BEGINNING
m
> MH892 Fastenal
MH633
ERFS DATE:
WORK PER STATE AND LOCAL REGULATIONS.
HH853
11. ALL WORK AREA PROTECTIONS FOR TRAFFIC CONTROL IS TO
s IGT
BE WITH APPROVED WARNING DEVICES AND PLACED PER
SW 34ti St SW 3<Ir St SVd 3 :h Si 544 3tth 5 0
TRENCH OPEN DATE:
STATE DEPARTMENT OF TRANSPORTATION AND/OR PUBLIC
WORKS ENGINEERING DEPARTMENT STANDARDS AND
SPECIFICATIONS. IF REQUIRED, A TRAFFIC CONTROL PLAN
=
APPROVED MNEMONICS:
SHALL BE SUBMITTED TO THE REQUESTING PERMITTING
,
AGENCY. PRIOR TO BEGINNING WORK, PERMITTING AGENCIES
Q
I
MUST BE NOTIFIED 48 HOURS IN ADVANCE OF CONSTRUCTION
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ACTIVITIES.
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12. EXISTING PEDESTRIAN CROSSWALKS AND WALKING AREAS
ASSOCIATED PROJECTS:
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 FDOTAGES ARE ESTIMATES. FOOTAGES TO BE
VERIFIED PRIOR TO CONSTRUCTION.
SCOPE OF WORK: THIS JOB WILL PLACE NEW EQUIPMENT AT 810 SW 34TH ST, RENTON CUSTOMER:
FIBER:
THIS JOB WILL PLACE APPROX. 1951 FEET OF 24 COUNT FIBER CABLE AND INNER -DUCT. FIELD VERIFIED EXISTING 41NCH CONDUIT W/PULL STRING IN THE
BLDG'S MPOP WITH ROOM
CTL WILL ACCESS MH633, HH653, MH632, A CTL PED (TO BE REPLACED W/BIG SHOT PED) AND A CUSTOMER MH -UN TO FOR A NEW 11NCH INNERDUCT ALONGSIDE EXISTING COPPER CABLE.
PLACE AND SPLICE FIBER
CUSTOMER WILL WANT TO PROVIDE NEW 4'X4' 3/41NCH FIRE RESISTANT BACK BOARD JUST
PLANNER NOTES ADDED FOR REFERENCE BELOW:
ABOVE THE EXISTING BACK BOARD.
POINT OF FEED:
MH633 LK022, 93-94, WILL PLACE AND SPLICE NEW 24CT FIBER FROM MH633 THRU MH632 TO NEW FDP IN CUSTOMER
FIELD ENGINEER: CORY COATE
MPOP.
(503)-961-5023
TOWN: RANGE:
SECT:
23N
4E
25
All Underground Utility Locations Shown Hereon Are
Approximate.C:onstruction Contractor Is Responsible CALL TWO WORKING DAYS
For The Location Of Municipal And Private Utilities BEFORE YOU DIG
JOB: N.236060
lj'r.
C e n l u ry L i n k,
810 SW 34TH ST
RENTON, WA 98057
GEO CODE:
811
WC CLLI: KENTWAOB
DRAFTED BY: KILLION COMM.
PLOTTED: 03/24/2017 BY: SARAH THATCHER
SH 1
OF 3
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
OHG 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 POSITION
BIS BOTTOM INSIDE STREET SIDE
BMP BOTTOM MIDDLE POSITION
BOP BOTTOM OUTSIDE POSITION
BOS BOTTOM OUTSIDE STREET SIDE
EXISTING EQUIPMENT LEGEND
EDGE OF PAVEMENT (D TELEPHONE BULLET PEDESTAL = ELECTRIC PEDESTAL/CABINET
------ --C/L— ----
CENTERLINE
G
TELEPHONE REPEATER
PVR
ELECTRIC TRANSFORMER
—R/W— — R/W—
RIGHT OF WAY
9
TELEPHONE PEDESTAL
EL�
ELECTRIC METER
-- P/L
- PROPERTY LINE
'''?{_?
TELEPHONE VAULT/HANDHOLE
0
ELECTRIC VAULT/HANDHOLE
-- — — — — — — — —
— EASEMENT
-_:_J
TELEPHONE CABINET
(2)
ELECTRIC MANHOLE
CURB & GUTTER
[fix]
TELEPHONE MANHOLE
E
ELECTRIC J -BOX
RAILROAD
®
TELEPHONE COOL PED
@
SEWER MANHOLE
FENCE
IXI
TELEPHONE SAI
®
STORM DRAIN CATCH BASIN
- --
TELCO
sn,
TELEPHONE USAM
® STORM DRAIN INLET
------------- ELEC - ------
ELECTRIC
O
TELEPHONE OWNED POLE
®
SEWER DRAIN MANHOLE
,ATV ---
CATV
(9)
JOINT USE POLE
C/L MONUMENT
GAS
®
CATV BULLET PEDESTAL
®
POLE ITEM NO.
TRAFFIC SIGNAL
FTv-1
CATV PED
WATER WATER
WATER
TV
CATV VAULT/HANDHOLE
---- SEWER SEWER
SEWER
®
TRANSFORMER POLE
-- STORM STORM
STORM
IRRIG DMG
IRRIGATION
PARKWAY TRENCH
BORE
ASPHALT TRENCH
AERIAL BUILD
AERIAL BUILD
SLACK SPAN
AERIAL STRAND
PROPOSED EQUIPMENT LEGEND
® 2'x2' RECEIVING PIT
® 4'x4' RECEIVING PIT
Fx7l SAI
® COOL PEDESTAL
[] ELECTRIC PEDESTAL
HH TELCO HANDHOLE
TELCO PEDESTAL
j - TELCO CABINET
TELCO MANHOLE
GAS METER
GAS VALVE
0 WATER METER
0 WATER VALVE
V FIRE HYDRANT
Q WATER MANHOLE
0 IRRIGATION METER
® IRRIGATION VALVE
�( CULVERT
TRAFFIC SIGNAL VAULT/HANDHOLE
TRAFFIC SIGNAL POLE
STREETLIGHT
>- ANCHOR & DOWN GUY
.r DOWN GUY
xxx' ASPHALT TRENCH FOOTAGE
xxx' I DIRT OR S/W TRENCH FOOTAGE
xxx• BORE FOOTAGE
xxx' AERIAL FOOTAGE
All Underground Utility Locations Shown Hereon Are
TV Approximate.Construction Contractor Is Responsible CALL TWO WORKING DAYS JOB: N.236060
ly, For The Location Of Municipal And Private Utilities BEFORE YOU DIG 810 SW 34TH ST
r'me n l U r+ L i n , WA 98057 GEO CODE:
4✓ It Q 811 WC CLLI: KENTWAOB
PLOTTED: 03/24/2017 BY: SARAH THATCHER DRAFTED BY: KILLION COMM. SH 2 OF 3
-NOTE PED IS BROKE AND IS HELD TOGETHER
WITH WIRE. LOOKS LIKE FIBER LOOP IN PED N
OVER SET WITH BIG SHOT 830 SW 34TH ST
810 SW 34TH ST
MPOP
800 SW 34TH ST
FIRE HYDRANT
334' CBO DUCT GUST MH UN
d
w
20' CBO DUCT
376' CBO DUCT
-PL 1951' OF I.D. AND FIBER
-PL 24CT FIBER
-PL 1 BIG SHOT PED
-FIBER COUNT LK022, 93-94
N
N
a
w 190'
N
m
W
V
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1T
PQ -
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N
co
rN
800 SW 34TH ST
FIRE HYDRANT
334' CBO DUCT GUST MH UN
d
w
20' CBO DUCT
376' CBO DUCT
-PL 1951' OF I.D. AND FIBER
-PL 24CT FIBER
-PL 1 BIG SHOT PED
-FIBER COUNT LK022, 93-94
CTL PED
a
w 190'
—R/W—
� -
1T
SIDEWALK
6'
- :=OP ---
-� EDP
EDP EDP
P EOP
-- EDP -
-- EDP
EDP EOP
5
21'
209' CTL DUCT
43
—C/L—
—C/L— —CA
—C/L— —C/L—
/L—
— C/L—
/L— —C/L—
—C/L—
BO,
►
6'
6'
654' CTL DUCT
12' 6 ►
EDP
358' CTL DUCT
- EDP
EDP
EOP EDP
EDP EDP
EDP--- EDP EDP
EDP
5'
MH -632
HM
GRASS
18
HH-653
SIDEWALK
SIDEWALK
-
--
–R/W–
W
w
W
a
0
a
0
a
0
w
w
w
N
to
F
Q
Q
F fQ-
N
Cl)
(A N N
FIELD ENGINEER: CORY COATE
(503)-961-5023
TOWN:
RANGE:
SECT:
23N
4E
25
All Underground Utility Locations Shown Hereon Are
JOB: N.236060
Approximate.Construction Contractor Is Responsible
For The Location Of Municipal And Private Utilities
CALL TWO WORKING DAYS
BEFORE YOU DIG
810 SW 34TH ST
e n t u r y L i n ii
p
811
RENTON, WA 98057
GEO CODE:
�
WC CLLI: KENTWAOB
PLOTTED: 03/24/2017 BY: SARAH THATCHER
DRAFTED BY: KILLION COMM.
SH 3 OF 3