5.3.19 - Rev. Issued permit ENG20180316.pdfE 1),i,,
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
*PERMIT MUST BE POSTED ON JOBSITE*
STATUS: ISSUED ENG20180316
RIGHT OF WAY PERM IT (6-E[.1Q
Permit Number: ENG20180316 Expiration Date: 09/25/2019
Job Address: 9007 OLYMPIC VIEW DK EDMONDS Location: 9007 OLYMPIC VIEW DR
APPLICANT
PSE/Infrasource
CONTRACTOR
PSE/Infrasource
C/O Susan att: Sidick
C/O Susan att: Sidick
1660 Park Lane
1660 Park Lane
Burlington, WA 98233
Burlington, WA 98233
(425) 457-6353
LICENSE 4: infras] 87 1 c2 EXP: 02/22/2019
REVISION: Gas line was installed within the asphalt walkway directly behind the curb. Vertical curb to be installed and asphalt walkway
placed fi-orn intersection of Vista Del Mar & Olypic View Dr. to the private driveway of 9007 Olympic View Drive,
Work area is approx 28'E c/l of Olympic View Dr. & 41'N to 225'N c/l of Vista Del Mar Dr also 540'W c/l of Talbot Rd. To install gas
main. 3 3x5 cuts in concrete anticipated.
DISRUPTION INFORMATION
ASSESSED VALUE: $000 PROPERTY AREA: 0
SIDEWALK: (OXO) DURATION IN MONTHS: 0 FEE: $0 00 STREET DISRUPTION TRENCH CUT: 3 X 5
PARKING. OXO DURATION IN MONTHS: 0 FEE: $0 00 YEAR OF OVERLAY: 0 FEE: $0.00
ALLEY: OX0 DURATION IN MONTHS: 0 FEE: $0 00
INDEMNITY- The Applicant has signed an application which states helshe holds the City ofEdmonds harmlessfrom injuries,
damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City ofEdmonds or
any ofits departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and
afforneyfees by reason ofgranting thispermit.
THE C 0 NTRAC TO R IS RES PO NS IBLE FO R W 0 RKMANS HIP AND MATERIALS FO R A PERIO D 0 F 0 NE YEAR ITO LLO W ING THE FINAL
INSPEC TIO N AND AC C EPTANC E 0 F THE W 0 RK
• 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 (WAC) 296-155-305 and must have certification verifying conTpletion of the required training in their
possesion.
• Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved
material prior to the end of the workday- NO EXCEPTIONS.
• Three sets of construction drawings of proposed work are required with the pennit application.
CALL DIAL -A -DIG (1-800-424-5555) BEFOREANV EXCAVATION
CALL FOR INSPECTION (425) 771-0220 EXT. 1326
24 HO UR NO TIC E 11 EQ UIRED F)O R ALL INSPEC TIO N REQ UESTS
THIS APPLICATION IS NOTAPERMTUNTIL SIGNED BY THE CITY ENGINEER OR HISMER DEPUTY: AND FEES ARE PAID, AND RECEIPTIS ACKNOWLEDGED IN
SPACE PROVIDED
Printed: Friday. Mav 03.201
BY
F� FILE COPY F-1 INSPECTOR COPY 0 APPLICANT COPY
STATUS: ISSUED
ENG20180316
• Restore ROW to City standards
• Restore Landscape to like or better conditions.
• Call for locates of underground utilities prior to any excavation.
• Alert affected residents and/or businesses prior to work start.
• Conforin to approved working drawings and Traffic Control plan.
• Verify clear bore crossings
• Utility patch restoration to be in accordance with Edmonds Standard detail E2.3
• Maintain erosion & sedimentation control. Keep street clean.
• Call for required inspections as noted.
• Traffic Control per approved plan and MLJTCD. Refer to City of Edmonds traffic control requirements.
• Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is
caused by or occurs during the permitted project.
• Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits
of ECC Chapter 5.30 only during the hours of 7:00amto 6:00prn on weekdays and 10:00arn and 6:00prn on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites /activities must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly fromthe issuance of this permit. Issuance of this pennit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance not limit in any way the City's ability to enforce any ordinance
provision.
• ETraffic Control
• E-Vertical curb subgrade
• E-Vertical Curb Pre -pour
• B-Fngineering Final
• E-Vertical Curb Post -pour
• E-Asphalt walk Pre -pave
• E-Asphalt walk Post -pave
PARTIAL INSPECTION
PARTIAL INSPECTION
FINAL INSPECTION APPROVED
DATE:
INITIAL:
DATE: INITIAL:
DATE: INITIAL:
NOTES:
NOTES:
LEGEND
28'TRAFFIC CONE
BORE PIT
TRAFFIC FLOW
TtILA.GER
WORK VEHICLE1
FLAS.ING LIGHTS
SIGN LOCATION
R GHT OF WAY
N
DONLY
PUGET
SOUND
ENERGY
Job#1107055903
9007 Olympic View Dr, Edmonds, WA
June 30, 2018
Sheet I of 2 Yuriy.Bashtovoy@pse.com
(425) 424-6603
-Ave,
USE MAXIMUM
AVAILABLE
SPACE FOR SIGNS
A
W3
SIGNS ACING
CHANNELIZATION
55+
DEVICE SPACING
r
60 0'*;.�.
MPH
TAPER
I TANGEN�
55
1
�4
5
't
55/70
35/461
��60
30
1 60
2,
1
25/30
1 20
1 40
9 9007 01YMPic View Dr
mo�h s
TWA 98026D
SA
91;
Y
---- -------
FLAGGER (SPOTTER) WILL TEMPORARILY
B E
HOLD PEDESTRIANS UNTIL WORK CAN BE
S 11PPF1' - ""tl 1: "0" n
TOPPED. ONCE WORK IS STOPPED
FLAGGER (SPOTTER) WILL GUIDE
PEDESTRIANS PAST THE WORK ZONE ON
THE EXISTING 4'MINIMUM WIDTH SIDEWALK
Notes:
1. All signs and spacing to conform to the MUTCD
and City of Edmonds standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and shall
not obstruct pedestrian access.
5. Crew is required to leave a minimum of 1 I'for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m
8. Work area will be 41'NCL of Vista Del Mar Dr & 28'
ECL of Olympic View Dr
9. If used, place NO -PARK signs 72 hours in
advance of the day that the work is to be done.
MINIMUM TAPER LENGTH = L (feet)
LANE
POSTED SPEED LIMITS
20
25
30
35
40
45
10
70
105
150
205
295
75
11
75
115
165
1 225
1 295
495
12
80
125
----F---F-
180
245
320
7 40
Puget Sound Energy
Traft Con(ro Supervisor:
Yurly S. Bash�ovoy
Card No. 011687
Card Exp. 0613=022
Yuriy.Bashlovoy@pse.com
(425)4244W3__
0��_
Applicant shall repair/replace all damage to
Utilities or frontage Improvements in City
right-cf-way per City standards that �s causM
or occurs during the permftted project.
OWN E7RIXONTRAG'FOR 1S FIF-7ONSIDLEE FOR
ERMIONI CC�',',IITHOL i!li�`19 L1,1-',,A1NAGE
W4GINEM0411311 DAMS
APP D AS NOT"D
PRINT ON
1 XIT' SHEETS ONLY
PUGET
SOUND
ENERGY
Job#1107055903
9007 Olympic View Dr, Edmonds, WA
June 30, 2018
Sheet 2 of 2 Yuriy.Bashtovoy@pse.com
(425) 424-6603
A01
40 9007 Olympic View Dr
mon s
INA 98026
SA
FLAGGER (SPOTTER) WILL TEMPORARILY
HOLD PEDESTRIANS UNTIL WORK CAN BE
STOPPED. ONCE WORK IS STOPPED
9H FLAGGER (SPOTTER) WILL GUIDE
PEDESTRIANS PAST THE WORK ZONE ON
THE EXISTING 4'MINIMUM WIDTH SIDEWALK
RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
0C
. ....... --- -- --
lkk
11 - 0 Afplc V
1,
CW
DR
Notes:
1. All signs and spacing to conform to the MUTCD
and City of Edmonds standards.
2. All sidewalks, driveways. exits and egresses
tv S hall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and shall
not obstruct pedestrian access.
5. Crew is required to leave a minimum of 1 I'for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m
8. Work area will be 540'WCL of Talbot Rd & 225'NCL of
Vista Del Mar Dr on 28' ECL of Olympic View Dr.
9. If used, place NO -PARK signs 72 hours in
advance of the day that the work is to be done.
Puget Sound Energy
Traffic Control Supervisor:
Yuny S.
Card No. 011687
Card Exp 06/30/2022
Yuriy.Bash(ovoy@pse.com
(425H24-560L_
OEI�j
MINIMUM TAPER LENGTH = L (feet)
SIGN SPACING_
55+
"X1
CHANNELIZATION
DEVICE SPACING
LANE_
POSTED SPEED LIMITS
60/65
45/55
800
500,
MPH
PER
LA4
TAt!8GENT
25
30
35
40
45
10
__�20
35/40
313
350'
200'
55170
0
0
1 I
0
0
- 75
105
115
50
65
4
2051
225
2951
1 295
475
1 495
35/45
30
-
26
100,
25/30
20
4 n
1
12
80
125
180
...
I ...
1 —
LEGEND
28'TRAFFIC CONE
EM GORE PIT
TRAFFIC FLOW
11AG.!iR
WO K-HICLE1
FLASHING LIGHTS
SIGN LOCATION
RIGHT OF WAY
QQ.— W.—
30'
R/W
PROPOSED PIPE 1-1/8" MPE IP SVC
ROPE PROPOSED PIPE 2" MPE IP MAIN
FROM 26-N CA & 110-E CA
TO 20-N CA & 244'E CA
FROM _'N CA & __'E C/L
TO _'N CA & _'E CA
OR 11-N OF CURB (---'N OF �`Qs
518" 211'N
211'N
2002
20'
PROPOSED PIPE 2" MPE IP MAIN
R/W
26-N C/L (---'N CA)
OR 14'N OF CURB (—'N OF CURB)
Ulk
tw
TIE—IN INSTALL J.-
ELBOW 2"XgO' MPE 4f -`
36'N CA & 28'E CA
N C
A Ac ___'E C/L �g7
14'
%A
40 r
A,
�40
11;_k�' �tt
��TE AD-ESS
A
14'
10*
ELBOW 2"X90* MPE
26-N CA At 28-E C/L
— I N CA & __'E CA
7d
I
Zr
7
d
F9007�
f
N NOTE: OVERHEAD POWER
OLYMPIC VIEW DR
AS HALT
C, L
-A
PRO
d
Id
F
1 2.
ROADWAY CROSS SECTION
Scale: NONE
EX. UTIUTIES
PER PLAN
O.WATICIN VARIES
PER PLAN
QT W
MINIMUM CLEARANCE
FROM OTH�4 UTILITIES: PROP- GAS o-
(LOrATON VARIES
PL 11� HORIZONTAL .5 PER PLAN)
VERTICAL: 1'
s
TYP. UTIL. CROSSING SECTION
Scale: NONE
'y
A LL PO (L We) &we
END OF MAIN
CAP 2" MPE
20'N CA & 244'E CA Tfilpffif-11VA6.
— , N C/L & __'E CA
CP TEST LEAD BOX COMPLETE
(BRING WIRE UP IN BOX)
— , N CA & ---'E CA
PLOT PLAN
SCALE: 1- 20�0"
61R.—FrS CHECKLIST (CHE—M—ONFAMOO—ON)
F_ il�_
*'ZI tA%MkfAUm A5p4"OLmIx" 1=40 CAref IPC:IL (wry
9*o'fA1L— TIR-110.
Project Me-g,r Coo, W,t For conlacts below di,l I -M&CALL PSE (225-5773)
M—ger. JORDAN COOPER CALL 811 AT LEAST2 BUSINESS DAYS BEFORE YOU DIG
Cm#Ph, e, 42�3-5302
E Ar.11, I'm- m,per(IRPM -Sew-H 0 BE RWED UMN FOR — 10N � EeWIM --
'Locales Required" Yes 0 No [I IREAL ESTATI)EA!!MNT ]PERMIT
.FIOMWC Required' Yea 171 No r_1
D�f�
JOESC110PTIOlif
FUNC`nQN
CONTACT
PMIRE -
I OATI
PROJECTAM
JCOOPER
206-517-34
ENGR-CAS
10RAMIN BY
0 OAO
425
NITY E—, seci
SNOHOMISH
EC
mw 1&27�
U-111 b��WA
KEY FOR PITS (SHOWN ENLARGED 'T NIA
CONTAC
lUK ULANI IT) PHONEIT
IVA
3' x 5' WINDOW CUTS ME
TD
ENERGY
DESIGNED BY PSE
STEVE KISSINGER
2"MPE IF MAIN EXTENSION
9007 OLYMPIC VIEW DR, EDMONDS, WA 98026
N/A
WA
Nbr
2-
12" SEE NOTE 1
2-7/8--
4- 2" E 8"
R=12"
4"-5/8"
MINUS CSTC
24" ONLY
2-
SEE NOTE 12 6-1/2"
1--l-1
5-1/2"
1 -
SEE NOTI
PAVEME
HMA 4" OR MATCH
EXISTING, WHICHEVER
IS GREATER
-2
/ Z- rx
2"-5/8" MINUS CSTC
1 8-1/4- 1
CONCRETE VERTICAL CURB (SEE NOTE 11)
NOTES: (NOT TO SCALE)
SEE NOTE 13
1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR.
2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED.
3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE.
4. EXPANSION JOINTS SHALL BE EVERY 10 FEET.
5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8- WIDE PREMOLDED JOINT FILLER.
6. CONCRETE SHALL BE CLASS 3000.
7. FINISH SHALL BE LIGHT BROOM.
8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS.
9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE
DIRECTED BY CITY ENGINEER,
10. FOR CUL-DE-SAC AREAS AND TO REPAIR LIKE CURBING ONLY, AND/OR AS APPROVED BY CITY ENGINEER.
11. FOR REPLACEMENT OF EXISTING VERTICAL CURBING ONLY AND/OR AS APPROVED BY CITY ENGINEER.
12. A 2 FOOT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER.
13. ALL VERTICAL EDGES SHALL BE TACKED.
14. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAX. DENSITY.
REVISION DATE
ROLLED AND VERTICAL OCTOBER 2018
CITY OF EDMONDS CURBS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
10 APPROVED BY: R. ENGLISH TR-521
5' MIN
CURB/GUTTER TACK CONC
VER11CAL SURFACE 2% MAX
SEE COE STD
DTL TR-521
'N"
. . . . . . . . . .
2- HMA CLASS 3/8'
2" MIN 5/8- MINUS CSTC
ON NATIVE BEARING SOIL
SEE NOTES 3 & 4
NOTES:
1. MINIMUM PAVEMENT COMPACTION - 91% OF RICE DENSITY.
2. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION.
3. SUBGRADE AND 5/8" MINUS CSTC SHALL BE COMPACTED TO A MINIMUM OF 95% MAXIMUM DENSITY.
4. SUBGRADE INSPECTION REQUIRED PRIOR TO PLACING HMA.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
-/. 10-
ASPHALT WALKWAY
APPROVED BY: R. ENGLISH
REVISION DATE
JANUARY 2018
STANDARD
D ETAI L
TR-530
2' MIN SAWCUT
R=1/2- 5-1/2" SEE NOTE 10
I /,,- R= 1 " I
1" BATTER
KR=l"
0.05 Fr/FT
IN
of
4' -5/8m 18" STANDARD 6--5/8-
MINUS CSTC SEE NOTE 11 MINUS CSTC
STANDARD TYPE "A" CURB/C2UTTER
(NOT TO SCALE)
HMA 4" OR MATCH
EXISTING, WHICHEVER IS
GREATER
6*4111111[itleli2sp�
NOTES:
1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR.
2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED.
3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE.
4. EXPANSION JOINTS SHALL BE EVERY 10 FEET.
5. EXPANSION JOINTS SHALL HAVE 1/2- TO 5/8- WIDE PREMOLDED JOINT FILLER.
6. CONCRETE SHALL BE CLASS 3000.
7. FINISH SHALL BE LIGHT BROOM.
8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS.
9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE
DIRECTED BY CITY ENGINEER.
10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER.
11. CURB/GUTTER SHALL BE 18- OR AS DIRECTED BY CITY ENGINEER.
12. ALL VERTICAL EDGES SHALL BE TACKED.
REVISION DATE
CONCRETE CURB JANUARY 2018
---CITY OF EDMONDS AND GUTTER
PUBLIC WORKS STANDARD
DEPARTMENT D ETAI L
APPROVED BY: R. ENGLISH TR-520
'C C
') �' pAtAIED
Sp I - n1t
A O'i EQ-4f
CITY OF EDMONDS
1215TH AVENUE NORTH - EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
*PERMIT MUST BE POSTED ON JOBSITE*
STATUS: ISSUED ENG20180316
RIGHT OF WAI" PERMIT (6-ELJC) I
Permit Number: ENG20180316 Expiration Date: 03/25/2019
Job Address: 9007 OLYMPIC VIEW DF, EDMONDS Location: 9007 OLYMPIC VIEW DR
APPLICANT
PSE/Infrasource
CONTRACTOR
PSE/Infrasouree
CIO Susan att: Sidick
C/O Susan att: Sidick
1660 Park Lane
1660 Park Lane
Burlington, WA 98233
Burlington, WA 98233
(425) 457-6353
LICENSE 4: infrasl87lc2 EXP:02/22/2019
Work area is approx 28'E c/I of Olympic View Dr. & 41'N to 225"N c/I of Vista Del Mar Dr also 540'W c/I of Talbot Rd. To install gas
main. 3 3)6 cuts in concrete anticipated.
DIS RUJPTION INFORMATION
�_SSESSED VALUE: $0.00 PROPERTY AREA: 0
SIDEWALK: (OXO) DURATION IN MONTHS: 0 FEE: $0 00 STREET DISRUPTION TRENCH CUT: 13 X 5
PARKING: OX0 DURATION IN MONTHS 0 FEE: $0 00 YEAR OF OVERLAY: 0 FEE: $0.00
ALLEY: OX0 DURATION IN MONTHS: 0 FEE: $0.00
I"EMNITY- The Applicant has signed an application which states helshe holds the City ofEdmonds harmlessfrom injuries,
damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City ofEdmonds or
any ofits departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and
allorneyfees by reason ofgranting thispermil.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONEYEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THEWORK
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
possesion.
Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved
material prior to the end of the workday- NO EXCEPTIONS.
Three sets of construction drawings of proposed work are required with the permit application.
CALL DLAIA-DIG (1-800-424-5555) BEFORE ANYEXCAVATION
CALL FOR INSPECTION (425) 771-0220 EXT. 1326
24 HOUR NOTICE REQUIRED FOR ALL INSPEUTIO N REQ UIXIN
A PPLICATION APPROVAL
TH IS AP PLICA'ITON IS NOT A PERMIT UNTIL SIGNED BY THE CITY ENGINEER OR HISMER DEPUTY -AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN
SPACE PROVIDED.
Printed: Tuesday, September 25, 2018
SED BY
DATE
E] FILE COPY JSJ�INSPECTOR COPY E] APPLJCANT COPY
7 4
STATUS: ISSUED
ENG20180316
• Restore ROW to City standards
• Restore Landscape to like or better conditions.
• Call for locates of underground utilities priorto any excavation.
• Alert affected residents and/or businesses prior to work start.
• Conform to approved working drawings and Traffic Control plan.
• Verify clear bore crossings
• Utility patch restoration to be in accordance with Edmonds Standard detail E2.3
• Maintain erosion & sedimentation control. Keep street clean.
• Call for required inspections as noted.
• Traffic Control per approved plan and MUTCD. Refer to City of Edmonds traffic control requirements.
• Applicant shall repafi-/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is
caused by or occurs during the permitted project.
• Sound/Noise originating frointemporary construction sites as a result of construction activity are exempt from the noise limits
of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites /activities must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
harnfless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly from the issuance of this pennit. Issuance of this pertnit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance not limit in any way the City's ability to enforce any ordinance
provision.
E-Traffic Control
E-Engineering Final
PARTIAL INSPECTION DATE: INITIAL: NOTES:
PARTIAL INSPECTION DATE: INITIAL: NOTES:
FINAL INSPECTION APPROVED DATE: INITIAL:
SCANK:L
of rr VAf, �V' fie JUL VAR
0- 9�' I - 03
ROW PERMIT NO.: ENG o-c 1�
ISSUEDATE:
'4� RIGHT-OF-WAY CONSTRUCTION
"VC �IS90 PERMIT APPLICATION
PROJECT NAME: 107055903 CONTACT: Sue Sidick
CONTRACTOR: PSE/Infrasource Phone #: 425-457-6353
Mailing Address: 1660 Park Lane, Burlington, WA 98233 Fax #:
StateLicense#: INFRASL8711C2 Email#: Susan.Sidick@pse.com
City Business License#: N R-023614 F-1 Liability Insurance Bonded
ADDRESS OR INTERSECTION OF CONSTRUCTION: 9007 Olympic View Dr
ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT:
n Commercial Subdivision L] City Project El Traffic Control (Only)
F-1 Multi -Family X Single Family Fj Other
F EUC (PUD, VERIZON, PSE,
COMCAST, OVWSD):
Is this permit part of a blanket permit? El Yes W No
I ANY ASSOCIATED PERMITS? � � BLD# ENG#
DESCRIPTION OF PROPOSED WORK (Be Specific) : Work area is approx 28'E c/l of Olympic View Dr &
41' N to 225' N tc/l of Vista del Mar Dr also 540'W c/l of Talbot rd. To install gas main (3) U5 cuts in concrete anticipated
WAS STREET OVERLAYED WITHIN THE LAST FIVE (5) YEARS? YES 0 NO D Year- 107@]1
PAVEMENT CUT: Yes No If yes, indicate size of cut: _x_
CONCRETE CUT: Yes No If yes, indicate size of cut: 3 x 5
RIGHT-OF-WAY
AREA
CLOSURE
TOTAL
DURATION
(NUMBER OF MONTHS)
Sidewalk 48 Hrs + LF
X
LF
SF
Alley 72 Hrs + LF
X
LF
LF1
SF
Parking 72 Hrs + LF
x
SF
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 (WAC) 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 trench work shall be
patched with asphalt or City approved material prior to the end of the workday — NO EXCEPTIONS.
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 may be made against the City of Edmonds or
any of its departments or employees, including defense costs and attorney fees by reason
of granting this permit.
I have read the above statements and understand the permit requirements and acknowledge that I must
follow all requirements in order for the permit to be valid.
DN: �pni, —M-impli
Susan Sidick R W, .4.10w.
SIGNATURE DATE 7/20/2018
Contractor or Agent
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
FITTER'S CHECKLIST (CHECKBOXTOCONFIRMCOMPLETI—)
R
�,p�dp,ti�lW�li,,pdwp,GOS2U51M,�25252M
Dsw-
4SEQ 08111
GASSED LIP PIPEUNE
PIPE I F�N�EMAWS
SEGMENT AME
HOLE HOG TABLE
CAL OUT
LOCATION
DEPTH
LENGTH
Bpi
START
an
END
BP3
START
BPI
END
BP5
START
am
END
BP7
I START
BP8
END
ape
START
BPIO
END
BPii
START
BP12
END
BP13
START
8P14
END
BP15
START
BP16
END
BP17
START
ME
END
—�P —a
START
BM
END
STANDARD GAS CONSTRUCTION NOTES:
I FIELDLOCATEALLU DERGROUNDUTUTES.EXC—TORTO ALL'ONE-C— TWOVIORKING DAYS PRIOR TO
TO CONSTRUCTOR. IN WESTERN WASHINGTON CAUL: 1-24-5 OR CALL NATIONWIDE: III I
I NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REQUIREMENTS)
I ALL CONSITRUCTION 15 TO CONFORM TO FSE GAS —RATING STANDARDS AND GAS FIELD PROCEDURES
I ER ION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150 32011 TECHNIQUES FOR TEMPORNRY
EROSION AND SEDIMENT CONTROL AND ANY ADDIn— LOCAL JURISDICTION REWIREMENTS
5 NOTIFY PROPE OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS
FIR OR TO BEGINNING CONSTRUCTION USE iSi TO DISTRIBUTE FLYERS IF JOB IS I -A GE, OTHERWISE HAND
DEUVERF YERS BE SURE TO INCLUDE THE USTOFFRECUENT-YASKEDQUESTONS AND INFORNATON ABOUT
TH OPPORTUNITY TO PURCHASE AN EXCESS F—VAI-VE MEN THEIR SERVICE IS INSTALLED OR REPLACED
PER GAS OPERATING STANDARD 25M 16110 ALLOW ADEOLIATE TIME FOR CUSTOMER DECISION AND RESPONSE
ANY CHANGE IN RO TE. PIPE SIZEMPE. TE-IN METHOD OR ADDITIONAL MAIN FOO—IE MUST BE APPROVED BY
THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE
7 COMPtETE' IPE CONDITION REPO— MALL METALLIC PSE FACILITIES. CHECK BOX ON REPORT FOR RE
BOXCrES LEAD)INSTAILLATION
8 PIPELINE MARKERE AND WARNING SIGNS SHALL. BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS
OPERATING STANDARD 2S25 —
INSTA L MAIN VAI-VES OUT OF TRAFFIC "ERE POSSIBLE VALVE WIRKERS SHALL BE INSTALLED AND RECORDED BY
THE CON CTOR PER PSE GAS OPERATING STANDARD 2525 —0 FOR ALL HP VAi-VES IF THE LOCATION IS
NOT READILY ACCESSIBLE, AND FOR ALL VALVES MERE PERSISTENT SNOWFALL MAY OBSCURE THE VALVE BOX
10 TOPREVEN ACCIDENTA- OVERPRESSURE OF ADJOINING SYSTEMS. NO TWO MAINS $11ALL BE CONNECTED EXCEPT AS
SHOJVNON THIS DESIGN UNLESS APP—DBYAPPROPRIATE PSE ENGINEER OR FEE REPRESENTATIVE
11 SYSTEM MADP DENOTED BY:
12 GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED
13 RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION
14 PURGE POINTS AND PRESSURE TAPE TO BE INSTALLED PER PEE GAS OPERATING STANDARDS 2525 —0. AND 2525 12.
15 MAINS AND SERVICES SHALL BE TESTED AND PURGED PER FEE GAS OPERATING STANDARDS 2525 � AND 2525 —
16 IF METALLIC N E IS INVOLVED, COORDINATIE INSTALI-ATION WITH CP TECH
17 NOTE ALL AC AL FOOTAGE. LOCATION AND MATERIAL CHANGES ON THE ASSUII-T IN RED DENOTES
FOOTAGE 51 rVMEEN F—M
is EXCESS FIL VALVE TO BE INSTALLED ON ALL NEW RESIDENTIAL BERVICIES PER GOS 2W 22W (RECOADALL
INFORMATION ON - CARD)
Verify Testing Requirements. Chart Va Gauge
GOB 2525 3300 se. 5, Table 5-1 and as. 5 5
S—we/M�Wr
Ind Service
IM MSA
Dis Reg I FT
HIP SdMSA
R.I.Cet.
R...INI
Pmjs�t MBg,r C-Ited Inf—all—
M..�. JORDAN COOPER
" P'K— .25.621-mm
E-M.M. prd.n ..p.r@p.
Lmales Required" Yes [] No
FI..i. R ... irsd" Y— M N. M
vev
co
00
14cinity Map
NIA
WORK
SITE
r i--
LF;
E 0
D
q7f'..' XX
Ownerl Developer Contact Info
STEVE KISSINGER
M70LYM ICVIEWDR
EDMONDS, WA EMS
ATTN: STEVE KISSINGER 205-2� offics
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
EStAt",E.UEN I jPERMIT'_.._'._
REVO
DATE
BY
jossw4pirigiiii
IFUNCTION
I CONTACT
I PHONENO
IPROJECT MGR
I J COOPER
1 20&517-3466
ea
HDATE
JEW.R - GAS
I
I
I
JORAWNSY
0JDW
425
Y
sea 10" WK CTR
op MAP 4 � c8mom IGP
�14 � T VAR PC
Er
NW 18-27-04 MOSS isom iMAPPING
EA WA NIA
A NA WA
PUGEF STEVE KISSINGER 107(
=ND 2" MPE IP MAIN EXTENSION 13-1
ENERGY 9007 OLYMPIC VIEW DR, EDMONDS, WA98026 SCALE
Y FEE i---m
30'
R/W 20'
1 R/W
A
PROPOSED PIPE 1-1/8" MPE IP SVC
ROPE PROPOSED PIPE 2" MPE IP MAIN
FROM 26'N CA & 110-E CA
TO 20-N CA & 244-E CA
FROM — 'N CA & ___'E CA
TO _'N CA & ___'E CA
OR 11'N OF CURB (---'N OF CURBY
5/8" 211 'N
If
PROPOSED PIPE 2" MPE IP MAIN
26-N CA (---'N CA)
OR 14-N OF CURB (—'N OF CURB)
Lp
TIE—IN INSTALL
ELBOW 2"XgO' MPE
36'N CA & 28'E CA
N C/L & ___'E CA
14*
q
22'
ELBOW 2"X90* MPE
26-N CA & 28-E CA
— , N CA & ___'E CA
A
7d
I
2d'
F90_071
N NOTE: OVERHEAD POWER
OLYMPIC VIEW DR
TRE ROW
ASPHALT T-A,
A
C, L
0,
t
_-�
r ROADWAY CROSS SECTION
A
Suile: NONE
PL
EX UTILITIES —
PER PLAN '
(LOCATION VARIE�S
KR KAN)
Ilk.
M
MINIMLI CLEARANCE
FROM OTHER UTILITIES: PROF. GAS
(LOCATION VARIM Q�
HORIZONTAL: 5' PER PLAN)
VERTICAL: V
TYP. UTIL. CROSSING SECTION
FITTER'S CHECKLIST (CH—TO-1—M-10N)
0 pedSteel.WPEpqpe,GOS2�1�.W2�1=1
[3
OF MAIN
0
CAP 2" MPE
)END
20'N CA & 244-E CA
A
_'N CA & ___'E CA
A
C Cp 0
P TEST LEAD BOX COMPLETE
C—P.Y: M.
(BRING WIRE UP IN BOX)
�o wfil
N CA & ___'E CA
KEY FOR PITS (SHOWN ENLARGED
FOR CLARITY)
PLOT PLAN 3' x 5' WINDOW CUTS
S_C�E Vm� -
rmwt me-,,e, C�wl U"IiI I- F.,Wd.W.wdW I-N&CALL PSE (225-5773)
M�. JORDAN COO ER CALLail AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
Cefffl, — 42�3-5302
E-MO. 10.
"Lwet&a Requied" Yes 0 No [I IESTAIE� jPlRMT.___
�FlaggiM Required" Yes 0 NoD rw I
DATE
loewmpTm
FUNCTION
CONTACT
PHONE NO
DATE
PROJECT MGR
J COOPER
206-517-3466
IE14OR
- GAS
JORAWN
BY
I D DAG
47n5424,6425
mons
NTY
SNOHOMISH
jl... I...IR
I.MGKtUl
I..
CSmTO"
51
[CP APPRO
EC 1�27�
NW
[OPI&AP'.. jPlAl
"AP
lso.m
JOINT FACMMES ARRAJIG&M
Vtk"$
CONTACTI
PHONEAI
Ne"'
NIA
WA EF
N/A
WA
I
FIXET STEVE KISSINGER
SWND 2'MPE IP MAIN EXTENSION
ENEWY 9007 OLYMPIC VIEW DR, EDMONDS, WA 98M
f PSE
cs
CATCH BASIN
THIS APPLICATION SHALL BE
MAINTAINED AT ALL TIMES DURING
CONSTRUCTION PERIOD.
SEDIMENT SHALL BE REMOVED ON
A REGULAR BASIS TO MAINTAIN
FILTRATION EFFECTIVENESS.
TEMPORARY SEDIMENT TRAP FOR CATCH BASINS
USE STAPLES OR WIRE
RINGS TO ATTACH
FILTER FABRIC To
WIRE FENCING.
FILTER FABRIC MATERIAL,
MIRAFI 10OX OR EQUAL.
-2 .'x 2"x 14 GA. WELDED
WIRE FENCING OR EQUAL
H. 6
8. 2 0'
' 48-O.C.(TYP) '
2".4" DOUGLAS FIR
NO. 1 GRADE OR EQUAL
ELEVATIO
SILT FENCE DETAIL
NO SCALE
NEWLY GRADED
OR DISTURBED
SIDE SLOPE
IF
IF20 GA.
WIRE TIE 12*
B p
ACK MI ////_3/8"-3/4- MIN.
WASHED
GRAVEL
UNDtStURBED GROUND
8 RY FLTER FABRIC IN A
a, �x B"I GRAVEL -FILLED
L TRENCH
a,
SECTIO
NERAL R/W USE RESTORATION REQUIREMENTS (8-04
1. AT THE ENGINEER'S DISCRETION, PRIOR TO COMMENCING ANY CONSTRUCTION,
PHOTOGRAPHS DEPICTING PRE-EXISTING ROADWAY CONDITIONS WILL BE REQUIRED EVERY
50 FEET IN PAVED AREAS OR ANY OTHER LOCATION AS SPECIFIED BY THE ENGINEER.
2. SIGNING, FLAGGING AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THESE
STANDARDS, THE WSDOT TRAFFIC MANUAL AND THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES.
3. ONE LANE OF TRAFFIC SHALL REMAIN OPEN AT ALL TIMES, ATTENDED BY FLAGMEN
AND APPROPRIATE CONSTRUCTION SIGNING PROVIDED. THE ROAD SHALL BE RESTORED
TO TWO-WAY TRAFFIC AT THE END OF EACH WORKING DAY. APPLICATIONS FOR TOTAL
ROAD CLOSURES MUST BE FILED WITH THE CITY OF EDMONDS FOR REVIEW AND
APPROVAL
4. EXISTING DRAINAGE DITCHES, CULVERTS, EIC., SHALL BE KEPT CLEAN AT ALL TIMES.
TEMPORARY DIVERSION OF ANY DRAINAGE SYSTEM WILL NOT BE PERMITTED WITHOUT THE
CONSENT OF THE CITY OF EDMONDS ENGINEER. ANY DRAINAGE CULVERT, CATCHBASIN,
MANHOLE OR OTHER DRAINAGE STRUCTURE DISTURBED BY EXCAVATION SHALL BE
REPLACED WITH NEW MATERIAL OR REPAIRED TO THE SATISFACTION OF THE CITY OF
EDMONDS ENGINEER. TEMPORARY EROSION/SEDIMENTATION CONTROL MEASURES SHALL
BE EMPLOYED TO PROTECT ADJACENT PROPERTY AND STORM DRAINAGE FACILITIES.
5. GRAVEL SHOULDERS DISTURBED BY EXCAVATION SHALL BE SHAPED TO CITY
STANDARDS AND PROVIDED WITH A MINIMUM OF 6 INCHES COMPACTED CRUSHED
SURFACING TOP COURSE.
6. IF IN THE OPINION OF THE ENGINEER, WEATHER CONDITIONS DETERIORATE TO THE
POINT WHERE THE TRAVELED ROADWAYS ARE UNSAFE FOR THE PUBLIC OR DETRIMENTAL
TO THE RESTORATION OF THE ROADWAY, EXCAVATION SHALL CEASE IMMEDIATELY AND
CLEANUP SHALL BE PROMPTLY ACCOMPLISHED.
7. ALL PIPE OR OTHER MATERIAL STORED ALONG COUNTY RIGHT-OF-WAY MUST BE
PLACED AT A SAFE DISTANCE FROM THE TRAVELED ROADWAY IN SUCH A MANNER AS TO
AVOID FALLING ONTO THE ROADWAY.
S. NO EXCESS OR UNSUITABLE MATERIAL SHALL BE WASTED ON CITY RIGHT-OF-WAY.
ANY SUCH MATERIAL DUMPED ON PRIVATE PROPERTY MAY REQUIRE A GRADING PERMIT.
VERIFICATION WITH CITY OF EDMONDS PLANNING & DEVELOPMENT SERVICES IS REQUIRED.
9. STREET SURFACES SHALL BE CLEANED AT THE END OF EACH DAY'S OPERATION WITH
A POWER BROOM OR OTHER APPROVED MEANS.
10. NO OPEN CUT CROSSING OF CITY ROADS OR STREETS SHALL BE MADE WITHOUT
THE APPROVAL OF THE ENGINEER & CITY OF EDMONDS.
11. MAXIMUM AMOUNT OF OPEN TRENCH IN ROADS SHALL BE 400 LINEAL FEET. AT THE
END OF EACH DAY, ALL DITCHES MUST BE BACKFILLED OR COVERED WITH STEEL PLATES
AND BARRICADED WITH FLASHING WARNING LIGHTS TO PREVENT PEOPLE OR ANIMALS
FROM FALLING INTO THE TRENCH.
12. FINAL CLEANUP INCLUDING COMPLETE RESTORATION OF SHOULDERS, CLEANING OF
DITCHES, CULVERTS AND CATCHBASINS, AND REMOVAL OF LOOSE MATERIAL FROM BACK
SLOPES OF DITCHES SHALL NOT EXCEED 1500 L.F. BEHIND EXCAVATING OPERATIONS OR
AS REQUIRED BY THE ENGINEER.
TRENCH NOTES:
1. LONGITUDINAL TRENCH - PER CITY STANDARD DETAIL E2.3.
2. EXISTING PAVEMENT,
3. NATIVE MATERIAL, BANK RUN GRAVEL, CSTC MAY BE REQUIRED BY THE ENGINEER.
4. NEAT LINE CUT, CLEAN, HEAT & TACK EDGES WITH SEALER CSS-1 & SEAL WITH HOT
ASPHALT CEMENT.
5. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE
ACCOMPLISHED BY USING COLD MIX, ATB, OR STEEL PLATES.
6. PATCH SHALL BE MACHINE ROLLED FLUSH WITH EXISTING PAVEMENT AND SHALL BE
PLACED PER SECTION 5-04 OF THE WSDOT/APWA SPECIFICATIONS.
7. COVER DEPTH OVER UNDERGROUND UTILITIES SHALL CONFORM TO FEDERAL AND
STATE REGULATIONS.
B. TRENCHES IN CONCRETE PAVEMENT SHALL BE RESTORED USING TIE BARS OR DOWEL
BARS IN ACCORDANCE WITH SECTION 5-05 OF THE WSDOT/APWA SPECIFICATIONS.
SEE TEXT SECTIONS B-02, 8-04, 8-05.
GENERAL NOTES
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO HE ClIT
OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS ANU
CODES. AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES,
RULES AND REGULATONS:
-CURRENT INTERNATIONAL BUILDING CODE (18C)
-2012 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION.
-WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR
THE PUGET SOUND BASIN (CURRENT EDITION).
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY
OF EDMONDS STANDARD DEFAILS, UNLESS NOTED OTHERWISE.
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD
AND THE LOCAL GOVERNING AUTHORITY.
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A
SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE
SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT
COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO
THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL
PROJECT APPROVAL
6. ELEVATIONS SHOWN ARE IN FEEF. SEE SURVEY FOR BENCHMARK INFORMATION.
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE
BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS
AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY
COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY
VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER
AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY
THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE,
TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS
BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR
THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES
PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF
CONFLICTS T14AT ARISE.
8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND
SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT
LEAST 48 HOURS PRIOR TO CONSTRUCTION.
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE
BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY
DISCREPANCIES.
10. P�PE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD
CONDIT DNS.
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE
APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF
ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE
RECOMMENDATIONS OF THIS REPORT.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM To THE
RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT.
13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM
DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS
DISTURBED, SOFr, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE
ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER
GEOGRAPHICAL REPORT.
14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF
BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES.
15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION
DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE flGHTLINED
TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE
BY:
CITY ENGINEERING DIVISION
16 ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION
PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE
LNUINEER.
17. ALL ROOF DRAINS, PERIMEFER FOUNDATION DRAINS, CATCH WINS AND OTHER
EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS
NOTED OTHERWISE.
18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
INSTALLATION OF ALL SITE IMPROVEMENT INDICATED ON THESE DRAWINGS.
19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE
RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN
ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS.
20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER
ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC
GRADING AND EROSION CONTROL REQUIREMENTS.
21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY
SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR
APPROVAL.
22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND
IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED.
23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR
SPOT ELEVATIONS SHOWN.
24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE
FOR A MINIMUM DISTANCE OF 10 FEET,
25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN
SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS,
STREETS, WALKWAYS, UTILMES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND
EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR
SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED.
26. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY
PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREEF
CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR
ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE
MARSHAL.
27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS
AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE
UTILITY COMPANIES, CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH
ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES,
28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION
WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED
BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING.
29. NEW LffILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO
DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD
ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY.
30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE
POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES.
31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE
UTILITIES WITHIN THE BUILDING.
32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL
WORK.
33. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM.
CITY INSPECTION
REQUIRED ON ALL EROSION CONTROL
MEASURES BEFORE WORK CAN BEGIN. I
P,Iwi Mnag,,C,,W,l I,fm,li,n:
F.-I.d. W.. di.1 1-M&CALL PSE (225-5773)
M-0, JORDAN COOPER
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
CWIP� 42��
E-Wil. i,,d,n w.p.r@p,�
10. - - - - - -
1-le, Requimd" Ye, [:] N.0
"Fimaina R,aulmd" Ye, Fl N. Fl
IRFAL ESTATEIEASEMENT
IPERMIT., ..' - 11
DAVIE
Y
MSCRIP71ON
fumcnom
DAYS
PMECT NOR
!2C!�TACT
"Eft
IENOR I w
IDRAWN BY
I D DAD
425-42M7119/18
Puget Sound Energy Gas Pre -Inspect Form
Job #:
107056903
Date:
6/26/18
Address:
Jurisdiction:
Ed onds
City / Zip:
ROW Permit:
Yes
Customer:
Est. Start Date:
9/3/18
PM / inspector:
Est. Duration:
5 Days
Receitlet)
ENG SEP o 6 2018
INEERING nn/w
9007 OLYMPIC VIEW DR 1UN
EDMONDS, 98026
STEVE KISSINGER 206-246-4863
-Jorclan Cooper 426-623-6302
Job Description
/ Scope of Work
From 2" MPEI
IP 28'E Main (107007981-2001)
Run Scat 300'PE 2" Main and Run Scat New 1 1/8
New Construction:
PE Service 200' 16' Stub & 185' Ext) Set A425 OL. 60' ROW.
Construction method
All Scat Trenchless
PLAT Map:
160008
It
9007
N
A425 MSA F7
2-1/8" PE
greenhouse
P/L
P/L
GRASS
- - -- - --
- --
Olympic View Dr
GRA
/*
See Attached GIS
Map For Utilities
:XISTING GAS MAIN TIE IN
- — - — --
— 28'E C/I
Work Location
Size of Cut
Surface Type
28'
E
of CL
Olympic View Dr
&
41'
N
ofCL
VlstaDelMarDr
3x5
C
28'
E
of CL
Olympic View Dr
&
225'
N
FW
of CL
Vista Del Mar Dr
3x5
C
28'
E
I of CL
10lymp!cViewDr
&
540'
OCL
TalbotRd
3x5
C
Service Information
Street Information
Job Type
Diameter:
1-1/8" PE
Flaggers #:
y
Arterial:
y
New Residential Main & Svc
EFV:
1-1/8" - 775 - 9995252
Police #:
N
TCP:
y
PUGE 7
SOOND
ENERGY
Meter:
Speed Limit:
25
No Parks #:
y
Meter Loc:
Trolley Lines:
N
Mtr Hoods #:
N
Del Press:
6" W.C.
Traffic Signal:
N
Bus Stop:
N
Bollards:
2.5" #
I ADA Ramps #:I
N
I Route #'s:
I N I