6th & Elm Gas Main Move.pdfo
VIIS DOCUMENT HAS BEEN REVIEWED FOR GENERAL
CONI PX11 III 1,11AW1111 DESIGN CONCEIrf AND THE
F0110%% ING IS NO IT D;
[3, NO EXCE PTIONS T.A KEN'
NI W, CORUCTION'S NOTED
St BMIT SPECIFIED ITEM
RE% ISE AND RESU"IT
REJECTED
By -
Date:
21
STANDARD IP & LP GAS
REPLACEMENT CONSTRUCTION NOTES
I NO —GAS CUSTOMERS. OR DISTRIBUTE FLYER 11-1 A MINIMUM OF TWOWORKING DAYS PRIOR TO A PLANNED
1A.E
2 INSTALL ON FOUND ANOCE FOR EVERY 10W OF LOCATING VARE INSTALL ANOCIE AND MST LEAD WRES PER PSE
GAS OPERATING STANDARD 2525 23(XI
3 NJk NTAIN CA—C PROTECTION! FOR STEEL WINS BY THE USE Of CONTINUITY BONDS OR OTHER MEANS DETERNINED
BY THE PSE CORROSION ENGINEER PER PSE GAS OPERATING STANDARD 26M 1300
4 INSTA L ANODES AND MST LEAD WIRES AS REQUIRED PER FSE GAS FIELD PROCEDURES 4515-0 AND 4515 0 AND
PSE GAS OPERAJING STANDARD 2600 1200 MST LEAD WRES ME REQUIRED ON ALL TRANSITION FITTINGS
5 INSTALL URE VALME AT PROPERTY LINE OR I- PE WHIP AT WIN (� REQUIRED) ON NEW AND EXISTING SERVICES
PER PSE GAS OPERATING STANDARD 255o 1600
6 REFER TO PSE GAS OPERATING STANDARD 2525 1700 FOR MAIN AND SERVICE COVER REQUIREMENT.
7 WINS AND SERVICES SHALL BE TESTED AND PURGED P RPSEGASOPERATINGSTANDARDS252-00.252-0
AND 2525 1200. AND PSE GAS FIELD PROCEDURE 4100,1500
a PROUECT MANAGER TO MAKE EGOR RUN IMMEDIATEI-Y PRIOR TO STARTING CONSTRUCTION
9 INSTALL REPLACEMENT WINS PER PSE GAS OPERAT NO STANDARDS 2525 2100 FOR INSERTIONS AND 2525 3501 FOR
ABANDONMENT OR DEACTIVATION
10 P UG ENDS OF DEACTIVATED OR INSERTED "NS AND SERVICES IN ACCORDANCE WITH PSE GAS OPERAIING
STANDARDS 2S25 2100 AND 2525 3600
11 REMOVE OR RENDER I NOPERABLE DEACTIVAIED VALVES ON CASING WHERE MPE PIPE IS INSERTED
12 INSI E METER SETS SHALL BE MOVED OUTSIDE WHENEVER POSSIBLE OR SET REGULATORS AND VENTS OUTSIDE PER
PIE OAS OPERATING STANDARDS 2575 23X AND 25SO 1700
13 REPLACE EXISTING ACTIVE SEWCES PER PEE GAS OPERAJING STANDARDS 2525 21DO AND 2575
14 REPLACE ALL 'NO RECOPtD`SERVCES AND 1-118- FE SERVICES INSTALLED PRIOR TO
15 AC1`IVE SERVICES TO BE REPLACED DENOTED BY: Q�
SAP BATCH YEAR & FOOTAGE
SUE OF
RETIRED
MAIN
MATERIAL
RETIRED
ORIGIN L
JOB
ORI L
YGINA
EAR
PRO�ED
LENGTH OF
RETIREME�T
ACTUAL
LEN TH OF
ETIREMENT
2
STW
6620
1964
157'
FITTER'S CHECKLIST (CHECK BOXTOCONFIRM COMPLETION)
R
0
0
C] LeAft-It....
aw—
Qa,II
STANDARD GAS CONSTRUCTION NOTES:
I FIELD LOCATE ALL UNDERGROUND UTILITIES EXCIVATORTOC—ONE-CALL TWOWORKING DAYS PRIOR TO
TOWN �UCMON,IN�SMRN�SHING�C�L:l�424.�5 ORCALLNITI—DE 811
2 NOWyAPPR0iNIaATE PERMITTINGA097CY PRIOR TO JOB START (SEE PERNITREQUIREMENTS)
AL CONSTRUCTION 11 -CONFIRM TO ISE GAS DIE-- ITANDIRDS AND 11 FIELD PROCEDURES
ER ION AND SEDIMENT CONTROL SHALL BE PER PEE STANDARD PRAC CE 01503—TECIANIQUES FOR TEMPORARY
EROGION AND SEDIMENT CON4TROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS
I NCTIFYPROPE TY OWNERS ADJACENT TO PROPOSED CONSTRUCTION A-VITIES A MINIMUM OF TVVG WGRwN. DAYS
PRIOR TO BEGINNING CONSIR—ON USE iSi TO USTRIBUTE FLYERS IF— IS LA GE,OTHERASEHIND
DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFO —ON ABOUT
THE 0 PORTUNITY TO PURCHASE AN EXCESS FLOW VAI-VE WHEN THEIR SERVICE 15 INSTALLED OR R—ED
P R GAS OPERATING STANDARD 25SO 1600 ALLOWADEQUATE TIME FOR CUSTWER DECISION AND RE —SE
. ANYCHAAGEI ROUTE, PIPE SIZE(TYPE, TIE-IN METHOD OR ADDITIO-L MAIN FOOTAGE MUST BE APPROVED BY
THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE
7 COMPLETE 'PIPE CONDITION REFO— ON ALL METALLIC PSE FACILITIES CHECK BOX ON REPORT FOR WRE
BOX ITEST LEAD) INSTALLATION
. PIMUW AAAIbU= AND YeARMAID 510M $HALL ME $41MILLID ANO ftCORDt D by MR PSE GAS
OPERATING STANDARD 2525 —
I INSTA L WIN VALVES OUT OF TRAFFIC WHERE POSSIBLE VALVE MARKERS SH L BE INSTALLED AND RECORDED BY
THE CON CTOR PER PSE GAS OPERATING STANDARD 2525 2600 FOR ALL HP VALVES IF THE — IS
NOT READILY ACCESSIBLE. AND FOR ALL VALVES WHERE PERSISTENT SNKYWFAIL MY OBSCURE THE VALVE BOX
10 TO PREVENT ACCIDENIA1. OVERPRESSURE OF ADUOINING SYaTEMS. NO TWO MAINS SHALL BE CONNE.MD EXCEPT AS
SHOWN ON THIS DESIGN UNLESS APPROVED BY APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE
I I SYSTEM MAOP DENOTED BY:
12 GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED
13 RESTORE ALL DRIVEWAYS SUNECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION
51 PURGE101 I —PRESSURE TAPI TO BE NITALLEDPER PSE III OPERA7`NG STANDARDS 211II'S1 I AND 2125 121
MANS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2— SIMI AND M25 —
16 IF METALUC PIPE IS INVOLVED. —0 DINATE INSTALLATON VATH CP TECH
yx— AN`N0H . PHONE 425-766-1307
17 NOTE ALL A TUN- FOOTAGE, LOCATION AND MATERIAL CHANCES ON THE AS -BUILT IN RED DENOTES
FOOTAGE BETWEEN FITTINGS.
18, EXCESS FL VALVE TO BE INSTALLED ON ALL NEW RESIDENTIAL SERVICES PER (REODFIDALL
INFORWTION ON D4 CARD)
GAS MAIN
V1.1.11y Map
N/A
I--
1[3 TESTED BY PSE PRESSURE CONTROL. SEE FORM 19M I
0
00
00
S Ivice/M.I.,
S—I./Male,
S.Ivica/md.,
Semice/Meter
�M Salim
IXI MSA
/Developer Contact Info
DiS Rag / FT
NIA
HP SYdMSA
NIA
Relocate
N/A
ATTN: NIA NIA .
P.ject M .. Ear C,,I,,t Wom,flo,:
Fee (XVM601% bs�" I -058,CALL PEE CMS"3)
AIYM� JORDAN MCLEAN
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
CWP� 425653-31`03
E-M.it j,,d,n cl,,,@p,,
THIS SKET11 NOI TO 11 —DO IPOI 11N EXACT LOCAT— OF EXIIIING FAULITI11
"Locate, R,quimd" YES 0 No 0
ESTATIEJEASEMENT
IREAL
Tl ... - Re..i.d" Y— n A. m
1 DATE
I BY
IDESCAMPTmMm
FuNCnON
PHONE NO
I DATE I'
PROJECT NOR
ENGR-GAS
JORNmey
I DOAO
425-424-6426
1 4/16117 1
I SNOHOMISH 1 5 1 c5mom ICIP APPROVAL K ANION 421,76111D7 4121117
1114 SEC I P MAP 1p"',
1 NW 25-27-03 IM 062
I JOINT FACILITIES ARRANGEMENTS
A. I NIA I NIA
PHOMENI NIA I IIIA I NIA
49& ME CITY OF EDMONDS WATERLINE REPLACEME 1A
r ' U P16
D 2" MPE IP MAIN RELOCATE
ENERGY 1143 6TH AVE S, EDMONDS, WA 90020 CALE
DESIGNED BY PEE I =.
:2
TEE SVC 1/2"X5/8- PE OUTLET
(GAUGE TEE)
__'N CA & ---'w CA
TIE-IN
STOPPER 2"X150 B/O
& ELBOW 2"X9O - WELD
36-N CA & 17-W CA
N CA & ---'W CA X
CUT & CAP,
CAP 2" WELE
34'N CA & 17'W CA
NHE ELM WAY —' N CA & ---'w CA LL
EX. 2' S.'W 1p 24'.4
6F20 M4
Oe
PROPOSED PIPE 2" MPE IP MAIN
WE CA (_'E CA)
DEACTIVATE IN PLACE
EXISTING 2" STW IP MAIN
CUT & CAP
CAP 2" WELD
112'S CA & 22-W—E PA
--'s CA & ___'W-E PA
TIE—IN
STOPPER 2"X150 B/O
& ELBOW 2"X90* WELD
114-S CA & 21-W—E PA
___'s CA & ___'W—E PA
TEE SVC 1/2"X5/8" PE OUTLET
(GAUGE TEE)
___'S CA & ---'W-E PA
PLOT PLAN
SCALE: I" = 20'-0"
5'
5/8" SION
1994
TRANSIT10N FITTING 2" MPE
36'N CA & 16-W CA
___'N CA & —'w CA
CP WIRE #10 TEST LEAD &
CP TEST LEAD BOX COMPLETE
_'N C/L Ac CA
L -W
3 ?N
6'N CA & 9 E CA
ELBOW 2"X90* MPE
_N CA & __'E CA
_710,-Zt�_IEE .1 7ZX2'
21-N C/L & WE CA
I — , N CA & _-E CA
INSTALL #4 CABLE MTH 2- MPE INSTALLATION, AT
BOTH NORTH AND SOUTH TIE-IN LOCATIONS NTH 2-
STW PIPE INSTALL TEST LEAD WRES BRING ALL
WIRES UP IN TEST LEAD BOXES INCLUDING #4 CABLE
BONDING CABLE NTH TEST LEAD WRES AT BOTH
LOCATIONS. SOLAR IMPRESSED CURRENT SYSTEM
#015958 WILL BE ISOLATED IF #4 CABLE IS NOT
INSTALLED WTH MPE PIPE.
- ----------- - — -------------
<�7, ti 5 x/17 s
ELBOW 2"X90' MPE
21-N CA & 30'W C/L
'N CA & _'W CA
INSTALL (2) 20# ANODE END TO END
WITH TEST LEAD WIRES. BRING ALL
WIRES UP IN TEST LEAD
BOX BONDING ANODE WITH
(1) #5 TAGGED WIRES
N CA & ---'w CA EX. 2' TW
I p '7--TW
P 714k
TEE SVC 1/2"X5/8- PE OUTLET
(GAUGE TEE)
__'N CA & ___'W CA
TIE—IN —J
STOPPER 2-Xl50 B/O
& ELBOW 2"X90' WELD
14-N CA & 30'W CA
_N CA & —'w CA
TIE-IN DETAIL
.I.: NONE
CP NOTE:
04/21/17 PER KEVIN ANSON 425-766-1307.
IN DETAIL #1 INSTALL 2-20# ANODES END TO END NTH TEST LEAD
WIRES BRING ALL WIRES UP IN BOX BONDING ANODES WITH ONE #5
TAGGED WIRE . A NEW GALVANIC SYSTEM MIGHT BE CREATED TO
PROTECT REMAINING 2" STW PIPE HEADING WEST ON ELM WAY. ON
6TH AVE S. INSTALL #4 CABLE WITH 2- MPE INSTALLATION, AT
BOTH NORTH AND SOUTH TIE-IN LOCATIONS NTH 2" STW PIPE
INSTALL TEST LEAD WIRES BRING ALL WIRES UP IN TEST LEAD
BOXES INCLUDING #4 CABLE BONDING CABLE NTH TEST LEAD WIRES
AT BOTH LOCATIONS. SOLAR IMPRESSED CURRENT SYSTEM #015958
WILL BE ISOLATED IF #4 CABLE IS NOT INSTALLED WITH MPE PIPE.
w
ISTH AVE S
ASPHALT
60'ROW ..
ml
30,
ROADWAY CROSS SEMON
A Scale: NONE
KEY FOR PITS (SHO ENURMD
FOR Cl_ARITY)
�* ..T FOR
MAN TIE—IN
Pnijact Manage, Contact W-11—
M.-W. JORDAN MCL AN
CaN Ph. 425,563-3103
E-Mak lonf., claiina,nia
'Locate, Requinad' Y.. [] No D
.Fl ... in. R ... iied" — rl .. rl
PROPOSED PIPE 2" MPE IP MAIN
21-N CA (---'N CA)
NSITION FITTING 2" MPE
CA & 30-W CA
.'N CA & ---'w CA
WIRE #10 TEST LEAD &
TEST LEAD BOX COMPLETE
.'N CA & ___'W CA
DEACTIVATE IN PLACE
EXISTING 2" STW IP MAIN
CUT& CAP
CAP 2" WELD
14-N CA & 28'W CA
— , IN CA & ---'w CA
E MINIMUM CLEARANCE
FROM OTHER UTILITIES:
HORIZONTAL: 5'
VERTICAL: V
4'
EX UI4JM
PCR PLAN
V_ PAUM
Ell
(LOCAT" VNOM
PER PLAN)
OCATION. � 77=
GAS
(—;� VA.FOES
fiMocnla0sWti" 1-861KALL PSE 05-5773)
CALL511 ATLEAST2 BUSINESS DAYS BEFORE YOU DIG
rEAL ESTATEAEASSAIIENI!
DATE
BY
jommpnom
FUNCTION
CONTACT
mmmo
DATE
1pmEcruG5
I J MCLEAN
JEIM - GAS
I
PRA�n BY
1 0 GAG
425-42�6
6
0
CD
N
00
+ GILBERT
M p
cq
F--
U-1
FURNISH & INSTALL:
1-8" RSGV, MJxMJ
OPEN
4'e, -
REMOVE EXIST PRV STATION,
FURNISH & INSTALL NEW
STA B6+45
PRV STATION, SEE SHT C-30
FURNISH & INST,�LL�
FOR ADDITIONAL DETAILS
_M
MJX
1-8" D 1 45' BEN J
REMOVE EXS I T FH
PUGET SOUND ENERGY
TO RELOCATE GAS LINE
FURNISH & INSTALL:
1-8" DI 22.5* BEND, MJxMJ
STA 85+53
FURNISH & IN!7
1-8%4" D I TEE Li - FIL GG
2-8" RSGV, FLGxMJ
1-4" RSGV, FLGxMJ1
Cz
1-4" D I LONG BODY SLV
SEE CONNECTION DIET B.
SHT C-32
1143
PILLAR
16, 71
O"p
ORP 0"p-
TA
B5+()O-- 4M86 02LW
_M
V*D,17 la.T.. r
71 Ix It.' .7 ---
SEE SHEET C-6
MATCHLINE STA B8+20
%
n!
0 1 q - ,
A, I T
Y
1- 12" EZ VALVE
<
STA 86 .59
FURNISH & INSTALL:
fA 1-8" D 1 45* BEND, MJxMJ
RESTORE CONIC S/W &
CURB/GUTTER PER DET
V E2.8 & E2.13, SHT C-29
gIN
U.1 I I NN, STA 86+70
V) —
I - . a d�
hw- ILD, w
w- - 8"D I CONNECT TO EX I ST WATER SYS
FURNISH & INSTALL:
�7 �,
-AMMVIII6 4.Z - - G 4-1) 1-12"x8" DI TEE, FLGxFLG
CRAVCI� RSGV, FLG.MJ
F-
DNA 2459-JO5 TOP CASE 201 (-1 8"S 2- 12'
.11 i 1-8" RSGV, FLGxMJ
MAG NAILI WASHER *V TOP NOT 211
M --- IOP CASE 10 - 12" D I LONG BODY SLV
4% -2
2 ARV. SEE SHT C-�7 TOP 101 60 588 1-8" D I LONG BODY SLV
W I INTERS K . ENDALL 486 ZONE WMN -S25 ZONE WMN STEINKE: SEE CONNECTION DET C, SHT C-32
..I 98j a 1"01 114 3: 1
I I ill , 1.4
FURNISH & INSTALL: ISTA B4+68 PLAN INSTALL JOINT RESTR ON
" WATER SERV ICE & METER, SEE FURNISH & INSTALL: M�TCHL I NE STA D4+24 PROP 12" & 8"DI WMN
DET E7.6, SHT C-27 (TYP) 1-12" EZ VALVE SEE SHEET C-5 SCALE: I "= 20' OUTSIDE OF PRV VAULT
1 220
215
210 +
K)
Go
04 <
205
Ld
bi
m
V)
200 Ld W
U.1 z
On
0
195 F-
190
185
m
cc U) 01 V)r- cc
.+ �: + +
-t Lh Ld + 3:+ U-1 + + CD --t
Ln LO Ln Ln
CO --- M F-- 03 E-cn m 1.- 00 J-- I--
...c cn.�c (0 (A U) cn 0 0 cn cn
F- x F- XF- X F- X)-- X x x
CC w w L'i L11 LAJfA UJ V) UJ In UJI Lj
x x
+
fu
V)
x X
V) Uj_ W.—
[EXIST GRADE 0
PIPE Q 4'
-j-
6.1
N AI vo Ir n
OPOSED Dp CI t4is
iALL RIS
B3+40 B3+60 B3+80 134+00
--cl
OUSL E I vr'
CONIT 11 14U ERMED 1
A\jo 10 114-T
s
134+20 84+40 84+60 134+80 135+00 B5+20 135+70 B5+60
cn 0
LO ID w
m m m
cf)
0
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0
LLI
LL
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+ F-
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C14
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F- 'I,
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Li
Li
La
135+80 B6+00 36+20 B6+40 136+60 136+80 B7+00 B7+20 87+40 B7+60 B7+80 B8+00 B8+20
PROF I LE
SCALE: 1 "=20' HOR I Z. 1 "=5' VERT
NOTES
1. ALL MECHANICAL JOINT FITTIINGS SHALL BE
RESTRAINED IN TH MEGALUGS. F ELD LOK AS
SHOWN ON PLANS.
2. DEPTHS OF EXISTING UTILITIES ARE
APPROXIMATE AND BASED ON THE BEST
AVAILABLE DATA AT THE TIME OF DESIGN.
CONTRACTORS SHALL POTHOLE EXISTING
UTILITIES A MINIMUM OF 200 FEET AHEAD OF
WATER MAIN CONSTRUCTION TO VERIFY DEPTHS
AT CROSSINGS AND CONNECTIONS.
3. REMOVE ALL WATER VALVE BOXES AND
EXTENSION ALONG THE ABANDONED MAIN AND
BACK FILL WITH CDF TO SURFACE
4. COORDINATE WITH CITY TO ACCOMPLISH
WATER MAIN CONNECTIONS TO EXISTING SYSTEM
CITY STAFF SHALL OPERATE ALL WATER SYSTEM
VALVES. CONTRACTOR NOT ALLOWED TO OPERATE
VALVES.
5. ALL SERVICES ARE I" (DETAIL E7.6) UNLESS
OTHERWISE NOTED.
6. MAINTAIN I FOOT VERTICAL SEPARATION
BETWEEN WMN AND OTHER UTILITIES. INSTALL
ETHAFOAM 220 PAD TO PREVENT UTILITIES FROM
BEARING ON WMN WHERE SEPARATION IS LESS
THAN I FOOT.
7. WHEN WMN PASSES UNDER EXISTING STORM OR
SEWER, INSTALL WMN SO THAT THE PIPE ABOVE
IS CENTERED BETWEEN WMN PIPE JOINTS.
8. ANY MAILBOXES THAT WILL BE DISTURBED
DURING CONSTRUCTION ARE TO BE TEMPORARILY
PLACED NEAR TO THE ADDRESSES SERVED, THEN
PERMANENTLY REINSTALLED.
PSE f-4 61 4�,c /1 c:f- 012..# -re
220
215
210
205
200
195
190
185
NOnCE
0
wiefffiF.=
IF THIS BAR DOES
NOT MEASURE I"
THEN DRAWING IS
NOT TO SICKE
HSK
E - R-
MMSmA&Assod*sjflc.
Engimers/Plamus
2707 Colby Avenue, Suite 1110 P90NE 425.252-9003
MSA
Everett, fashin& 98201-3566 FAX 425.252.0053
0? EpA,
0
CITY OF EDMONDS
2017 WATERLINE
REPLACEMENT
PROJECT
SCHEDULE A
PLAN & PROFILE
STA 133+40 TO STA B8+20
SHEET
C-3
6 of 37
DESIGNED
13AW
DRAWN
CEH
—EHECKED
A 104/10/171
q H
E
#I
NO. I
DATE
!ADDENDUM
By
REVISION
PROJECT NO.: 16- 1852.202 1 SCALE: AS SHOWN I DATE: APRIL 20171
ce
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
FILTER FABRIC MATERIAL, NEWLY GRADED
MIRAFI 10OX OR EQUAL OR DISTURBED
SIDE SLOPE
USE STAPLES 0 2`x 2"x 14 GA, WELDED
R WIRE WIRE FENCING OR EQUAL. 20 GA
RINGS TO ATTACH WIRE TIE r1K-
FILTER FABRIC TO BACK M IN.
WIRE FENCING. iA / - /8-3/4" MIN.
.... WASHED
S-6' GRAVEL
a" Sir 2' L 1 :IUNDiSTURBEO GROUND
L
BURY FILTER FABRIC IN A
8" x 8" GRAVEL -FILLED
I 48-0.c.(TYP) TRENCH
2'.4- DOUGLAS FIR
NO. 1 GRADE OR EQUAL
ELEVATION SECTiO
SILT FENCE DETAIL
NO SCALE
TRENCH NOTES7
GENERAL R/W USE RESTORATION REQUIREMENTS (8-040)
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, ETC., SHALL BE KEPT CLEAN AT ALL TIMES.
TEMPORARY DIVERSION OF ANY DRAINAGE SYSTEM WILL NOT BE PERMITTED WITHOUT THE
CONSENT OF THE CffY OF EDMONDS ENGINEER. ANY DRAINAGE CULVERT, CATCHWIN,
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.
8. 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, AL 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 LF. BEHIND EXCAVATING OPERATIONS OR
AS REQUIRED BY THE ENGINEER.
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.
8. 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 THE CITY
OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND
CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES,
RULES AND REGULATIONS:
-CURRENT INTERNATIONAL BUILDING CODE (IBC)
-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 DETAILS, UNLESS NOTED OTHERWISE.
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER
CONSTRUCT10N IS IN PROGRESS.
4 DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD
;ND 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 FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
7. THE LOCATIONS OF EXISTING UTILITIES AND STE 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 UTIUTY 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 THAT 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. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD
CONDITIONS.
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, LMLITIES AND PAVEMENT SHALL BEAR ON MEDIUM
DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS
DISTURBED, SOFT, 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 UNES AND SHALL BE TlGHTLINED
TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE
BY:
CITY ENGINEERING DIVISION
1 6. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION
PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE
ENGINEER.
17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS 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, UTILTTIES 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 SERMCE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET
CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR
ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAJNING 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 UTILITY 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.
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