2951_001.pdfof E,CIA40
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PROJECT NAME:
CONTRACTOR:
-ROWPERMIT NO.: ENG
ISSUE DATE:
RIGHT-OF-WAY CONSTRUCTION
PERMIT APPLICATION
MailingAddress: xx��R �11
State License #:
City Business License #:
CONTACT:
Phone
Fax #:
— 2& \ C)
Emil] #.
0 Liability Insurance n Bonded
ADDRESS OR INTE RSECTION OF CONSTRUMON: /NA,
ROW WORK ASSOCIATED WITH TBE FOLLOWING TYPE OF PROJECT:
L) COmmer—da-1-70 Subdivision 0- City Project U Traffic Control (Only)
F1 Multi -Family El Single Family EZ Other \p CQ
El E VC (PUD, VERIZON, PSE,
COUCAST, OVWSD):
Is this permit part of a blanket permit? El Yes 0 No
ANY ASSOCIATED PERMITS? BLD,A ENG#
DE SCRIEPTION OFPROPOSED WORK (Be Specific):
PiS_- 4Nb,
WAS STRE ET QVERLA*YE1) WITIJIN TIM LAST FTVE (5 . — . . -1, .
)YEARS? -YESf] NO.E] ear,*
PAVE
MENT CUT:.
Yes
No.
If Yes' indicate size
of cut';
'CONCRETE CUT:
. - 07 Yin
0 "N 0
11fyes, indimte -kW
of eut-, x
RIGHT-O&WAY
DURATION
AREA
CLOSURE
TOTAL
-i
(NUMBER OF MONTHS)
Sidewalk 48 Hrs + LF
X
LF
SF
X
LF
SF.
Alley 72 Hrs + LF
Parking 72 Hrs + LF
X
L F4
SF1
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 (WAQ 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 (rench work shall be
patched with asphalt Or City approved material prior to the end of the workday — NO EXC63TIONS.
Indemnity., The Applicant has signed an application which states helshe hold the City of
Edmonds harmless from injuries, damages or claims of any. kind or description
whatsoever, foreseen or unforeseen, that maybe made against the City of Edmonds or.
any of its departments or employees, including defense costs and attorney fees. -by r . eason
of grantihg this permit,
I have read the ab6ve.statements and understand the permit requiremen'
.follow all re L tsand acknowledg� that I mus . t
quirements in order f6r the permit to be valid.
SIGNATURE
DATE
)-�Ontra ctor or ent
:NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
MATCH SIDEWALK
WIDTH - W T MIN.
SEE CONTRACT PLANS
3M. EXPANSION JOINT
(TYP) - SEE STANDARD
PLAN P-30.10
SIDEWALK
SEE NOTE 8
BUFFER STRIP - SEE
CONTRACTP
PEDESTRIAN CROSSING
CLOSURE SIGN
C:
PEDESTRIAN CURB
SEENOTES
PEDESTRIAN CURB MATCH SIDEWALK
SEE NOTE 5 VMDTH - 4? Cr MIN.
SEE CONTRACT PLANS
is-crmlm LANDING WIT'S(PANSION JOINT - SEE
/_ r WFL STANDARD PLAN Pr30.10
2�6
rj� �B,
at b co
o SIDEWALK
SEENOTE6
DETECTABLEWARNIMSURFACE BUFFER
SEE STANDARD PLAN F45.10 STRIIP
CURB & GUTTER
SEEN07E
4q:25
L CURB RAMP PEDESTRIAN CROSSING
CLOSURE SIGN
FACE OF
C-JRB PLAN VIEW
TYPE SINGLE DIRECTION A
DETECTABLE WARNING SURFACE
115 - ** MAX
- SEE STANDARD PLAN r-4Ljo
COUNTER SLOPE
GRADE BREAK GRADE 5.0% MAX.
GRADE BREAK
BREAK GRADE
K
BIG=
BREAK
E
M MAX
2.0%_ M06X TOP OF
ROADWAY
�nRESSED
CURB
RA.�.
LANDING CURB & GUTTER
SEE NOTES
SECTION (D
*CEMENT CONCRETE CURB RAMP
TYPE SINGLE OW&CTION K PAY LIMIT
SEE NOTE 7
ISOMETRIC VIEW
TYPE SINGLE DIRECTION A
PAY LIMIT
MATCH SIDEW"
WIDTH T Cr MIN.
SEE CONTRACT PLANS
I CURBRAMP
lk -SEE NOTES
NOTES
1. This plan is to be used where pedestrian crossing in we direction Is not
BUFFER permitted.
STRIP
2. Curb ramp Iocatkcn shall be p;ix� Y,th,n the width ofthe associated
ctosswalk. or as shown in the Ccn!�-= Plons
PEDESTRIAN CURB 3. Whom *GRACE BREAK'ir called out, the endre length ofthe grade break
SEENOTE5 t>cWoccn tho t%-.o acjacnnt Surface plarres shall be flush.
4. Do not place junckon boxes, accz-�, covers orother appurta,
in
':'
LANDING
erx nt 0, CU ramp U 3':'� P'l OL the curb ramp Cr 13n�mnq.
S.
See the Cant,= C7�me,-,Ls '0.1 LN,- C�t t�s In sp.2c�r
See Standard Plan F-10.12for Cuib. Curb a -id Cut!Iar, w,.!
Pedestrian C= �elaiis.
01 WK
r R.
6.
See Standard Plan F-30.10 for Cement Concrete Sidewalk Details -
See contract plans for width and placement of sidewalk
F=
Li
7.
The tNd item 'Cement Concrete Curb Ramp Type "don not include the
DETECTABLE WARNING SURFACE
adlecent Curb or (Curb and Gurtiet), Podosbtan CtX or Sidewalk, or the
SEE STANDARD PLAN F-45.10
pedestrian crossingi almro sign.
CURB & GUTTER
- _S
SEE NOTE 5
rOFSEE
8.
The curb ramp ma)6rnum running slope shall not mquxe the ramp length to
exceed 15 kd to avoid chasing On skope lndoflM* when owvm;dng
CURB RRAUP
FACE Es
NOTES
to Steep grades. V*An apptybV the 15 loot murfturn length. the running
CURB
slope of ft curb ramp Shall be as ftt as iasa3im
PLANVIEW
S.
Curb ramps and larWings shall mc0a broom finish.
TYPE SINGLE DIRECTION B
See Sftndard SPeafficatI003 8-14.
VRADIU
CORNE
19-0* MAX
GRADE So NOTE a
PEDES7RLAN CURB
BREAK
SIoEWALK
BRE"
SIDEVA"
L7SEENOTEB
W* ANGLE
SEE NOTES
RADIUS MA
&3% MAX.
Lt
2-0% MAX
a.3% MAx.
VAR
CURB R.AMP
SECTION
MRS RAMP
LEGEND
SLOPE IN EITHe
*CEMENT CONCRETE CURB RAMP
TYPE SINGLE DIRECTION Ir PAY LIMIT
SEE NOTE 7
ISOMETRIC VIEW
TYPE SINGLE DIRECTION B
PAY LIMIT
Jill,
lil I
HM
SINGLE DIRECTION
CUR13 RAMP
STANDARD PLAN F-40.16-01
SHEET 1 Of I SHEET
APPROVED FOR PUMLICTION
Pasco Bakadch W 0&03-10;
W.hhg� �- D�Wf T—p-rr..
December 2000 Page 6H-59
Figure W-27. Closure at SIde of infersectIon (TA-27)
T Or
30 M 00 ft)
I MI M.
B A
so M �Ixo.o ft)
M
Sea Note 2 for flagger informailop I M KIM I
IVPiCal Application 27
Note. See Tables 6H-2 and SH-3 for the meaning
of the symbols and/or letter codes used in
this ffgure.
1.14 a --04
Sea. 6H-01
=
PUBLIC UTIL17Y DISTRICT
NO.1 OF SNOHOMISH COUNTY
LOCATION 155 3RD AVE S
EDMONDS
S UTH COUNTY AREA
POLE NO.
SE 1/4S 23 T 27 R 03 DATE
4/18/12 - w.o. No. 347821
REASON FOR WORK RMV E �LSTING
TEMP SHOEFLY ENGINEER MCALLISTER TASK
D POLE
DRAFTER U.G NO.
SCALE_
APPROVED
DATE PRINTED
DATE WORK COMPLETED_
DATE_
FOREMAN
SUBSTATION MPL
FEES REQ'D E YES
0 NO
CIRCUIT NO. 343. PHASE 1.2.3
PRIMARY OVERHEAD
11 RESIDENTIAL
ENGR'S TEL. -
0 COMMERCIAL
LEO NO.
--
1425-676-32161
ENGR'S CELL -
SECONDARY OVERHEAD
42j-;--,,m-l—l-Z'L
N
BASIC FEE S
PERMITS (DATE GRANTED)
METER/CONV.POLE $
0 TREE TRIM
SCHEMATIC
PRIMARY UNDERGROUND
0 STATE
BEFORE
• RESIDENTIAL
0 COUNTY
• COMMERCIAL
n CITY
BASIC FEE S
0—
LEU NO.
EASEMENTS
03)
0 REQUIRED 0 NOT REQUIRED
Offi 0
SECONDARY UNDERGROUND
BASIC FEE
DAYTON ST
G
1, = 3
—
DATE RELEASED
UNDERGROUND PLAT
FOREIGN CONTACTS
BASIC FE� 3
0 JPN*
FT.Qs_
0 J01KT TRENCH FRONTIER & CATV
—Q
STREET LIGHTING
0 JOINT BORE FRONTIER & CATV
Q
FT.415
cl
—rt
WORK IN RIGHT OF WAY
POLE STENCILING
AFTER
0 PRIMARY
0 SECONDARY
FROM - TO_
TAKE OFF POLE
q FT.@$ ..s
PRE-CONST. REQUIRMENTS
—
MISCELLANEOUS FEES
—
0 TREE TRIM 0 PUD LOCATOR
VAULT 3_
0 BACKHOE 0 FLAGGING
0 ONE CALL DATE
PERMIT S—
N..
STREET LIGHTING
DYES 0 NO
IWORKING DAYTON ST
0 V
uls
TOTAL DUE I LINE
FINISHED POLEI
DATE PAID
YFMR
RECEPT NO.
!JOINT USE
SERVICE ORDER NO- ILOCATION MAP PAGE 454 F-6
0
LEGEND:
Q
o EXISTING POLE
X EXISTING POLE -TO BE REMOVED
* NEW POLE
X NEW POLE TO REPLACE EXISTING POLE
POLE 4-202972
RMV 3 PH OH PRI SHOEFLY FROM TO AND rm� TO
k!!,/ kf/
RMV APITONG DEADEND UNDERBUILD BUCK ARM AT
POLE 4-202968
RMV POLE AND D.G AT ABANDON AHR
POLE 4-202974
RMV APITONG DEADEND UNDERBUILO BUCK ARM AT
CLOSE LBCO'S AT A, C, D, AND E, TO RETURN NORMAL
OPERATING CONDITIONS
SIDEWALK TO BE RESTORED PER ATTACHED DOT SPECS
/lip-L-\ Z 167-3,
12 3 100-3
p
'��7 1 4-1
(A) 4-202972
C/1)
CC
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SH 63-D
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4-2 973
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4-202968 1.
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-
4-161
cli 1
C-S - -
22-M
75- 408 cc
-145
196
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