ENG2022-0105+Site_Plan+3.10.2022_5.28.36_PM+2731216MATCH TO SHEET 2 1 CONSTRUCTION NOTES I CONSTRUCTION NOTES
AT PROPOSED DRILL LOCATION INSTALL 90' 3F1
RADIUS ELBOW. 3/4" GRANULAR OR NATIVE
10 BACKFILL AS SPECIFIED, COMPACT TO 90%,
NO BOXES WILL BE PLACED AT THIS LOCATION
/ 0
♦ '
BORE AND PLACE (1)-2" CONDUIT
/ OkA6 AND FIBER OPTIC CABLE A MINIMUM
R3 ' OF 36" BELOW GRADE (TYPICAL)
S00, �s0
` sp
' REMOVE AND REPLACE 7'X7' (49 SQ FT)
SECTION OF SIDEWALK FOR BORE PIT
♦ v
8so,
?s0
4/ s0
10 sp 7OQ p
sp o \
A � 83pp,
s
Q
BORE MACHINE FOOTPRINT � i s .00,
(APPROXIMATE LOCATION) ♦ L `1�5
REMOVE AND REPLACE 3'X3' (9 SQ FT) SECTION
OF ASPHALT FOR BOREPIT. 3/4" GRANULAR OR
NATIVE BACKFILL AS SPECIFIED, COMPACT TO 90%
c/
MH-01 MH
CTW OLE 4 spUN K ,
0+00 MH
MANHOL
UNK
UNK MH/� BEGIN CONSTRUCTION AT E;
UNKHOLE� E
EXISTING CONDUIT
E �
8,50
G MANHOLE \
1. ALL WORK AREAS TO BE RESTORED TO LIKE OR
BETTER CONDITION, ACTUAL RESTORATION
DETERMINED BY CITY INSPECTOR.
2. ALL OTHER UTILITIES ARE BASED OFF EXISTING
LOCATES OR UTILITY STRUCTURES.
3. IT IS THE CONSTRUCTION CONTRACTORS
RESPONSIBILITY TO CALL FOR LOCATES BEFORE
DIGGING.
4. POTHOLE EXISTING CROSSING INFRASTRUCTURE,
HARD SURFACE POTHOLES TO BE CORED, AND
DETERMINE ITS VERTICAL AND HORIZONTAL
LOCATION THROUGH VACUUM EXCAVATION.
5. IF STEEL PLATES ARE USED THEY CANNOT
STRADDLE LANES.
6. TEMPORARY HOT PATCHS MUST BE HOT MIX.
7. PAVEMENT CUTS MUST BE SAWCUT.
LEGEND
\
DIRECTIONAL DRILL — • • — • • — • • —
NAME
EXISTING LVL3 MANHOLE MH TYPE
\
OWNER
NAME
PROPOSED CTLN VAULT ❑V TYPE
OWNER
REMOVE/REPLACE SIDEWALK J
L--J
EXISTING LVL3 CONDUIT - -
RIGHT OF WAY RiW
EASEMENT - - -= -----
PROPERTY LINE
FACE OF CURB FOC
EDGE OF PAVEMENT —EOP
EXISTING SIDEWALK S/W
EXISTING STORM DRAIN SO
EXISTING STORM MANHOLE MH
EXISTING STORM INLET 0
EXISTING SEWER SEW
EXISTING SEWER MANHOLE q
EXISTING WATER W
\
EXISTING FIRE HYDRANT \
\
EXISTING GAS
EXISTING ELECTRIC E
\
EXISTING POWER VAULT/PED o OR
EXISTING STREET LIGHT
EXISTING TELEPHONE T
EXISTING TELCO VAULT/PED OR FTI
EXISTING CAN
EXISTING CAN VAULT/PED OR
EXISTING BUILDING
POTHOLING LOCATION P
i
3
1
AS —BUILT
2
08/10/211
1 JAY
I REVISION # 4
1
09/11/20
1 JW
I JAY
I ORIGINAL
NO.
DATE
JENG DESIGNI
DRAFTING
I COMMENT
Know what's below.
Call before you dig.
CORR U UICATIOOS
LEVEL 3 ENGINEER: Kayvan Fassnacht - 425.213.93778
ENGINEERING FIRM: K&B Technical Solutions
PROJECT NUMBER: N481930 (CTLN WA-33097-12822)
LOCATION: 7315 212TH ST SW
0 to' 20'
EDMONDS, WA 98056
DRAWING NAME: 7315212TH St SW_33097_EDMONDS WA
98026_N481830_Pennits-REVA
CONFIDENTIAL/PROPRIETARY SHEET: 1 OF 8
SCALE: 1 "=20'
MATCH TO SHEET 3 CONSTRUCTION NOTES CONSTRUCTION NOTES
/ ♦ 0 j 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR 4. POTHOLE EXISTING CROSSING INFRASTRUCTURE,
BETTER CONDITION, ACTUAL RESTORATION HARD SURFACE POTHOLES TO BE CORED, AND
DETERMINED BY CITY INSPECTOR. DETERMINE ITS VERTICAL AND HORIZONTAL
8 ♦ / LOCATION THROUGH VACUUM EXCAVATION.
2. ALL OTHER UTILITIES ARE BASED OFF EXISTING
/ LOCATES OR UTILITY STRUCTURES. 5. IF STEEL PLATES ARE USED THEY CANNOT
/ 00 STRADDLE LANES.
�� ♦ 3. IT IS THE CONSTRUCTION CONTRACTORS
i �00 \ 70RESPONSIBILITY TO CALL FOR LOCATES BEFORE 6. TEMPORARY HOT PATCHS MUST BE HOT MIX.
/ .00, o DIGGING.
c 7. PAVEMENT CUTS MUST BE SAWCUT.
IQ0 83001 �
♦ 0 Z ` LEGEND
BORE AND PLACE (1)-2" CONDUIT AND ?SO' DIRECTIONAL DRILL — • • — • • — • • —
FIBER OPTIC CABLE A MINIMUM OF 36"
BELOW GRADE (TYPICAL) A / NAME
�Q EXISTING LVL3 MANHOLE MH TYPE
OWNER
♦ C S0, Q7 NAME
♦ �� PROPOSED CTLN VAULT ❑V TYPE
/ OWNER
Q
�� ♦ REMOVE/REPLACE SIDEWALK L _ _ J
�z\1 EXISTING LVL3 CONDUIT - -
�SO' RIGHT OF WAY --- = RiW -----
ONN ♦ c �� EASEMENT
♦ �� PROPERTY LINE
�00, FACE OF CURB FOC
EDGE OF PAVEMENT
EOP
EXISTING SIDEWALK S/W
EXISTING STORM DRAIN So
EXISTING STORM MANHOLE MH
♦ ov OD W EXISTING STORM INLET 0
� EXISTING SEWER SEW
EXISTING SEWER MANHOLE q
♦ / EXISTING WATER W
♦ o EXISTING FIRE HYDRANT
/ EXISTING GAS
EXISTING ELECTRIC E
♦ c EXISTING POWER VAULT/PED o FOR
�♦ �o l�
EXISTING STREET LIGHT
EXISTING TELEPHONE T
♦ EXISTING TELCO VAULT/PED OR FT1
/ EXISTING CAN
EXISTING CAN VAULT/PED OR
�♦ w EXISTING BUILDING
POTHOLING LOCATION P
/off
3 AS —BUILT
MATCH TO SHEET 1
� 2 08/10/21 JAY REVISION # 4
1 09/11/20 Jw JAY ORIGINAL
NO. DATE ENG DESIGN DRAFTING COMMENT
Know what's below.
Call before you dig. e10
C0 R RU UI C AT I0 NS
LEVEL 3 ENGINEER: Kayvan Fassnacht - 425.213.93778
ENGINEERING FIRM: K&B Technical Solutions
PROJECT NUMBER: N481930 (CTLN WA-33097-12822)
LOCATION: 7315 212TH ST SW
0 to' 20' EDMONDS, WA 98056
DRAWING NAME: 7315212TH St SW_33097_EDMONDS WA
98026_N481830_Pemits-REV.dwy
SCALE: 1 "=20' CONFIDENTIAL/PROPRIETARY SHEET: 2 OF 8
CONSTRUCTION NOTES
G
21130
E— R/W E R/W�
S/ W W IA/ S/W LLO-
—W
CD O
o—o
Iv; o
R/W-
-S/w
�W—
FOC
—TT
TT
o —
GD SD000
t �
�.
�' dc
\ �� 350,
REMOVE AND REPLACE 4'x8' (32 SQ FT) ' V
SECTION OF CEMENT FOR BORE PIT. /
INSTALL 45' 3FT RADIUS ELBOW. 3/4" • ��
GRANULAR OR NATIVE BACKFILL AS 0'
SPECIFIED, COMPACT TO 90%
MATCH TO SHEET 2
OWNER
SNOPUD
COVER with
ADJUSTABLE FRAME
No. 25P ASSEMBLY
229 lbs.
i off—street locations
where not subjected
to high density traffic.
BASE
1 2.320 It. �
2,Ibs
4. POTHOLE EXISTING CROSSING INFRASTRUCTURE,
HARD SURFACE POTHOLES TO BE CORED, AND
DETERMINE ITS VERTICAL AND HORIZONTAL
LOCATION THROUGH VACUUM EXCAVATION.
5. IF STEEL PLATES ARE USED THEY CANNOT
STRADDLE LANES.
6. TEMPORARY HOT PATCHS MUST BE HOT MIX.
7. PAVEMENT CUTS MUST BE SAWCUT.
�j TRF�
/
LEGEND
\
DIRECTIONAL DRILL — • •
— • • — • • —
Full 180' Open
Gnlvonkled Diamond Plate Doors
pteekin9 Belts
---
NAME
Optional—NonSlip Doors
Bolt Down Locking
EXISTING LVL3 MANHOLE
MH TYPE
(2) - }" Din. Hex Bolt=
OWNER
---=--- =
NAME
--==-=-==-=-=-=-== -
}•
PROPOSED CTLN VAULT
❑V TYPE
OWNER
32 4- Dim. Lift Hole
(1 Each Side)
> 1 L-
3'-4"
S" 8"x 10" Blackout
�(1 Each End)
TYPICAL DETAIL — #1
UTILITY VAULT PRE -CAST 253TA OLDCASTLE - 25495139
R/W 700 R/W00, R/W 7/
oo�
a
Know what's below.
Call before you dig.
0 to' 20'
SCALE: 1 "=20'
REMOVE/REPLACE SIDEWALK J
L__J
EXISTING
LVL3 CONDUIT
— —
RIGHT OF
WAY
R/W-
EASEMENT------------
PROPERTY LINE
FACE OF
CURB
FOC
EDGE OF
PAVEMENT
—EOP
EXISTING
SIDEWALK
S7W
EXISTING
STORM DRAIN
SD
EXISTING
STORM MANHOLE
MH
EXISTING
STORM INLET
0
EXISTING
SEWER
SEW
EXISTING
SEWER MANHOLE
q
EXISTING
WATER
W
EXISTING
FIRE HYDRANT
V
EXISTING
GAS
EXISTING
ELECTRIC
E
EXISTING
POWER VAULT/PED
o OR
EXISTING
STREET LIGHT
EXISTING
TELEPHONE
T
EXISTING
TELCO VAULT/PED
OR FT1
EXISTING
CAN
EXISTING
CAN VAULT/PED
OR
EXISTING
BUILDING
POTHOLING
LOCATION
P
CONSTRUCTION NOTES
CONSTRUCTION NOTES
K ff, F/W R
W E—
W W S W W S
r FO T FOT FOC
T—
Lo T Cf) T T
W
W
2
U)
O
2 �
Q- - - - -SEW SEW—
S/W—o
FOC
CDCD
N
G-O 6' - G
FOC FOC +
FOC ^ F C
--
S/W R /W S/W o /,v S/W R/W S/W
R/W---
BORE AND PLACE (1)-2" CONDUIT AND
FIBER OPTIC CABLE A MINIMUM OF 36"
BELOW GRADE (TYPICAL)
1. ALL WORK AREAS TO BE RESTORED TO LIKE OR
BETTER CONDITION, ACTUAL RESTORATION
DETERMINED BY CITY INSPECTOR.
2. ALL OTHER UTILITIES ARE BASED OFF EXISTING
LOCATES OR UTILITY STRUCTURES.
3. IT IS THE CONSTRUCTION CONTRACTORS
RESPONSIBILITY TO CALL FOR LOCATES BEFORE
DIGGING.
R/ °v R/W OWN R
S/W R/W E R/ yW SNO UD
W—� S�W WS/W W S W
—FOC FOC
T T T FOC FOC FO M
—T T T T T T T MH TT
m T P.1 LU
LU
� 2
U
O
2
U
_ Q
212TH ST SW
SEW - - - - - SEW SEW—
FOC-
- - g (538') -
�//W-
0
CD 0 0
Cd Ln
G �
�
_;FOC GFOC
S/WF_
—
Know what's below.
Call before you dig.
0 to' 20'
4. POTHOLE EXISTING CROSSING INFRASTRUCTURE,
HARD SURFACE POTHOLES TO BE CORED, AND
DETERMINE ITS VERTICAL AND HORIZONTAL
LOCATION THROUGH VACUUM EXCAVATION.
5. IF STEEL PLATES ARE USED THEY CANNOT
STRADDLE LANES.
6. TEMPORARY HOT PATCHS MUST BE HOT MIX.
7. PAVEMENT CUTS MUST BE SAWCUT.
LEGEND
DIRECTIONAL DRILL — • • — • • — • • —
NAME
EXISTING LVL3 MANHOLE MH TYPE
OWNER
NAME
PROPOSED CTLN VAULT El TYPE
OWNER
REMOVE/REPLACE SIDEWALK J
L--J
EXISTING
LVL3 CONDUIT
- -
RIGHT OF
WAY
RiW
EASEMENT ------------
PROPERTY LINE
FACE OF
CURB
FOC
EDGE OF
PAVEMENT
—EOP
EXISTING
SIDEWALK
S/W
EXISTING
STORM DRAIN
SO
EXISTING
STORM MANHOLE
MH
EXISTING
STORM INLET
0
EXISTING
SEWER
SEW
EXISTING
SEWER MANHOLE
q
EXISTING
WATER
W
EXISTING
FIRE HYDRANT
V
EXISTING
GAS
EXISTING
ELECTRIC
—E—
EXISTING
POWER VAULT/PED
o OR
EXISTING
STREET LIGHT
EXISTING
TELEPHONE
—T—
EXISTING
TELCO VAULT/PED
OR FT1
EXISTING
CAN
EXISTING
CAN VAULT/PED
OR
EXISTING
BUILDING
POTHOLING
LOCATION
P
3 1 1 1 AS —BUILT
2 08/10/21 1 1 JAY REVISION # 4
1 09/11/201 JW I JAY ORIGINAL
VO. DATE JENG DESIGNI DRAFTING I COMMENT
O
co1111u1
LEVEL 3 ENGINEER: Kayvan Fassnacht - 425.213.93778
ENGINEERING FIRM: K&B Technical Solutions
PROJECT NUMBER: N481930 (CTLN WA-33097-12822)
LOCATION: 7315 212TH ST SW
EDMONDS, WA 98056
DRAWING NAME: 7315212TH St SW_33097_EDMONDS WA
98026_N481830_Pennits-REVA
CONFIDENTIAL/PROPRIETARY SHEET: 4 OF 8
CONSTRUCTION NOTES
CONSTRUCTION NOTES
1. ALL WORK AREAS TO BE RESTORED TO LIKE OR 4. POTHOLE EXISTING CROSSING INFRASTRUCTURE,
__ �G/L k g B Its a PI I D
Gp,ione ,,Slip Doors e °o,e BETTER CONDITION, ACTUAL RESTORATION HARD SURFACE POTHOLES TO BE CORED, AND
_ =__=__ °° " L°`k' (2) D DETERMINED BY CITY INSPECTOR. DETERMINE ITS VERTICAL AND HORIZONTAL
COVER with(2) - }" i°. Hex Bolts
AD SE FRAME -_-__-_-- _____-__ -_ LOCATION THROUGH VACUUM EXCAVATION.
No. 25P ASSEMBLY -'------ ------------
22g Ibs._________ - 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING
"ftff- f°` UeG LOCATES OR UTILITY STRUCTURES. 5. IF STEEL PLATES ARE USED THEY CANNOT
ff-street°Doti°
wine " e`"b�e°iee" ___________
gh tl "silt' t offic. _-_____ 711
STRADDLE LANES.
3. IT IS THE CONSTRUCTION CONTRACTORS
BASE 3'-- RESPONSIBILITY TO CALL FOR LOCATES BEFORE 6. TEMPORARY HOT PATCHS MUST BE HOT MIX.
No. 253-BT
2,320 Ibs 4'- Dig. Lift Hole
3._,.. Eccn Side) DIGGING.
7. PAVEMENT CUTS MUST BE SAWCUT.
3.-q..
S/W 4' ong G°IvonizedJ R /W
'C' Ch"n
(1 Eocn Side) 5'-3" W S W_
—FOC-
-T—vv -
/z-3}`(1 E ehBlend)"t FOC
—
_T_
T
TYPICAL DETAIL - #1 T
UTILITY VAULT PRE —CAST 253TA OLDCASTLE — 25495139
EW
—S/K /W-
--FOC-
SEW
SEW
SEW
—FOC FOC
T T
— T T
SEW
R /W
T___ W S W W W E
T
FOC W
T = TEOP T EOP EOP—
_ T
n T T T- - - - - - - - - -
Ln
o � �
w
212TH ST SW `" w
0 0 2
o Ln --- -- ---- 0
n ~
—+ C VT-01
—S� S G — —G G 25TA C o—�
�FOC cD FOC SD FOC SD FOC9+07SD +=
��-
ol �, — - - - _ I V I
S/�/W S/�
BORE MACHINE FOOTPRINT
(APPROXIMATE LOCATION)
N
SE SEW �)
S_ N—o SEW— - -
0
CD Q
G o o
G
SD G G +—G
�o F C FOC + F C oo
FOC
/..,
S �( $) /w S/W R/W S/W R/W S/w
F
W
0
w o BORE AND PLACE (1)-2" CONDUIT AND
-- — — w FIBER OPTIC CABLE A MINIMUM OF 36"
PROPOSED 25TA VAULT BELOW GRADE (TYPICAL)
3/4" GRANULAR OR NATIVE BACKFILL
AS SPECIFIED, COMPACT TO 90%
Know what's below.
Call before you dig.
0 to' 20'
LEGEND
DIRECTIONAL DRILL — • • — • • — • • —
NAME
EXISTING LVL3 MANHOLE MH TYPE
OWNER
NAME
PROPOSED CTLN VAULT ❑V TYPE
OWNER
REMOVE/REPLACE SIDEWALK J
L--J
EXISTING
LVL3 CONDUIT
— —
RIGHT OF
WAY
R/W-
EASEMENT------------
PROPERTY LINE
FACE OF
CURB
FOC
EDGE OF
PAVEMENT
—EOP
EXISTING
SIDEWALK
S/W
EXISTING
STORM DRAIN
SD
EXISTING
STORM MANHOLE
MH
EXISTING
STORM INLET
0
EXISTING
SEWER
SEW
EXISTING
SEWER MANHOLE
q
EXISTING
WATER
W
EXISTING
FIRE HYDRANT
V
EXISTING
GAS
EXISTING
ELECTRIC
E
EXISTING
POWER VAULT/PED
o OR
EXISTING
STREET LIGHT
EXISTING
TELEPHONE
—T—
EXISTING
TELCO VAULT/PED
OR FT1
EXISTING
CAN
EXISTING
CAN VAULT/PED
OR
EXISTING
BUILDING
POTHOLING
LOCATION
P
3 1 1 1 AS —BUILT
2 08/10/21 1 1 JAY REVISION # 4
1 09/11/20 1 JW I JAY ORIGINAL
VO. DATE JENG DESIGNI DRAFTING I COMMENT
O
co1111u1
LEVEL 3 ENGINEER: Kayvan Fassnacht - 425.213.93778
ENGINEERING FIRM: K&B Technical Solutions
PROJECT NUMBER: N481930 (CTLN WA-33097-12822)
LOCATION: 7315 212TH ST SW
EDMONDS, WA 98056
DRAWING NAME: 7315212TH St SW_33097_EDMONDS WA
98026_N481830_Pemits-REV.dwg
CONFIDENTIAL/PROPRIETARY SHEET: 5 OF 8
PROPOSED 25TA VAULT
4" GRANULAR OR NATIVE BACKFILL
AS SPECIFIED, COMPACT TO 90%
CD o VT-02
25TA o
CTLN c)
13+01 OOWNER, o
L2(APP:r
�T' z+}pr� T- T- Sr i
r VC L— —J�TW o0 0T -^—W T—
EWSDPRINTLTION) - —
�L0
W - SEW SEW
LL! I
2
U)
O G G
U -- FOC C
cQ I - -
--J
R
BORE MACHINE FOOTPRINT
(APPROXIMATE LOCATION)
E
W
T
\J_,"
-E 14r
w-
0
-TF TF
Lw
Q
oz
Lw
o w U�
N
�tT
/W E R E JR/w
�/ E-
W �/w WSW=�
T FOC FOC
MH T
MH T T T
212TH ST SW
00 0
o Ln
r� o
--SEW SEW
� _o SE
�
SD^
(341') =a
TAND BORE (1)-2" CONDUIT AND
FIBER OPTIC CABLE A MINIMUM OF 36"
BELOW GRADE (TYPICAL) 7100
CONSTRUCTION NOTES
1. ALL WORK AREAS TO BE RESTORED TO LIKE OR
BETTER CONDITION, ACTUAL RESTORATION
DETERMINED BY CITY INSPECTOR.
2. ALL OTHER UTILITIES ARE BASED OFF EXISTING
LOCATES OR UTILITY STRUCTURES.
3. IT IS THE CONSTRUCTION CONTRACTORS
RESPONSIBILITY TO CALL FOR LOCATES BEFORE
DIGGING.
R/W 1
—W S/W E S W
W
—FOC FOC
T T
T Tv
rT
LO
— — — —
SEW -
W
L1J
2
U)
o CD C) g o
O
N �
-G G
T
D FOC SD
FOC-
Q
$ - _
_F - -
SV
�1 /w /�'//w--
0
CONSTRUCTION NOTES
4. POTHOLE EXISTING CROSSING INFRASTRUCTURE,
HARD SURFACE POTHOLES TO BE CORED, AND
DETERMINE ITS VERTICAL AND HORIZONTAL
LOCATION THROUGH VACUUM EXCAVATION.
5. IF STEEL PLATES ARE USED THEY CANNOT
STRADDLE LANES.
6. TEMPORARY HOT PATCHS MUST BE HOT MIX.
7. PAVEMENT CUTS MUST BE SAWCUT.
LEGEND
DIRECTIONAL DRILL — • • — • • — • • —
NAME
EXISTING LVL3 MANHOLE MH TYPE
OWNER
NAME
PROPOSED CTLN VAULT ❑V TYPE
OWNER
REMOVE/REPLACE SIDEWALK J
L--J
EXISTING
LVL3 CONDUIT
- -
RIGHT OF
WAY
R/W-
EASEMENT------------
PROPERTY LINE
FACE OF
CURB
FOC
EDGE OF
PAVEMENT
—EOP
EXISTING
SIDEWALK
S/W
EXISTING
STORM DRAIN
SO
EXISTING
STORM MANHOLE
MH
EXISTING
STORM INLET
0
EXISTING
SEWER
SEW
EXISTING
SEWER MANHOLE
q
EXISTING
WATER
W
EXISTING
FIRE HYDRANT
V
EXISTING
GAS
EXISTING
ELECTRIC
—E—
EXISTING
POWER VAULT/PED
o OR
EXISTING
STREET LIGHT
EXISTING
TELEPHONE
—T—
EXISTING
TELCO VAULT/PED
E: OR FT1
EXISTING
CAN
EXISTING
CAN VAULT/PED
OR
EXISTING
BUILDING
POTHOLING
LOCATION
P
Know whabs below.
Call before you dig.
0 10' 20'
SCALE: 1 "=20'
3
AS —BUILT
2
08/10/21
JAY
REVISION # 4
1
09/11/20
Jw
JAY
ORIGINAL
NO.
DATE
ENG DESIGN
DRAFTING
COMMENT
Am�' O
CON N U NICATIONS
LEVEL 3 ENGINEER: Kayvan Fassnacht - 425.213.93778
ENGINEERING FIRM: K&B Technical Solutions
PROJECT NUMBER: N481930 (CTLN WA-33097-12822)
LOCATION: 7315 212TH ST SW
EDMONDS, WA 98056
DRAWING NAME: 7315212TH St SW_33097_EDMONDS WA
98026_N481830_Pemits-REV.dwg
CONFIDENTIAL/PROPRIETARY SHEET: 6 OF 8
CONSTRUCTION NOTES
CONSTRUCTION NOTES
1. ALL WORK AREAS TO BE RESTORED TO LIKE OR
BETTER CONDITION, ACTUAL RESTORATION
DETERMINED BY CITY INSPECTOR.
2. ALL OTHER UTILITIES ARE BASED OFF EXISTING
LOCATES OR UTILITY STRUCTURES.
3. IT IS THE CONSTRUCTION CONTRACTORS
RESPONSIBILITY TO CALL FOR LOCATES BEFORE
DIGGING.
4. POTHOLE EXISTING CROSSING INFRASTRUCTURE,
HARD SURFACE POTHOLES TO BE CORED, AND
DETERMINE ITS VERTICAL AND HORIZONTAL
LOCATION THROUGH VACUUM EXCAVATION.
5. IF STEEL PLATES ARE USED THEY CANNOT
STRADDLE LANES.
6. TEMPORARY HOT PATCHS MUST BE HOT MIX.
7. PAVEMENT CUTS MUST BE SAWCUT.
BORE AND PLACE (1)-2" CONDUIT AND
FIBER OPTIC CABLE A MINIMUM OF 36" PROPOSED 25TA VAULT LEGEND
BELOW GRADE (TYPICAL) 3/4" GRANULAR OR NATIVE BACKFILL
_CD AS SPECIFIED, COMPACT TO 90% DIRECTIONAL DRILL — • • — • • — • • —
jUWNLK
o VT-03 NAME
CD CD R/W i R W OWNER CTLN EXISTING LVL3 MANHOLE MH TYPE
r✓ - —R/W-- - R/ SNOPUD R W 14+39 o o OWNER
/RWV R/WR/W AWo NAME
0 316' T o _ o ' - - - o W-- E S W PROPOSED CTLN VAULT ❑V TYPE
ri o
SD SD oC� o SD o I row _ ��� _ OWNER
N �. O o — J Ln '
}�T T -� + o 138' �C-oo --�
W W T �-N W o o Ton REMOVE/REPLACE SIDEWALK L__
W -- SEW SEW rr T -----T--------- 7
W T —o--W + 6 _0o w
2 E-W SEW BORE MACHINE FOOTPRINT T W ^T m W T � � 2 EXISTING LVL3 CONDUIT - -
O (APPROXIMATE LOCATION) SEW SEW SEW Q U) RIGHT OF WAY
EW O
MH - - -r----- - - - - SD H EASEMENT - - - - - - - - - - - -
_ — — — _ 212TH ST SW _SDcD S SID = PROPERTY LINE
SEW MH - - --- — — cD FACE OF CURB
—FOC
SEW SEW SEW SEW SEW � -- EDGE OF PAVEMENT EOP
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ADJUSTABLE FRAME - ______________________ /` EXISTING STORM INLET 0
No. 25sP ASSEMBLY __________ V G`
22g ".__________________________ _ FOC FOC FOC G G G EXISTING SEWER Suito°bie for us _ SEW
rff-sot eet mc°tion--------------
„e n e,ubfeC s ____________ } W FOC FOC FOC FOC EXISTING SEWER MANHOLE MH
o high d " c offm. --_ ---
BA8 3 `,k R W S WLn
EXISTING WATER W
N,. 256sBT 4 �_ S/W / T RS/WW R�W RS WW W S W EXISTING FIRE HYDRANT
3._1.. (1 Each Side) / I/W
OWNER R/W EXISTING GAS
COMCAST EXISTING ELECTRIC E
EXISTING POWER VAULT/PED o OR
3•-4..
EXISTING STREET LIGHT
4' L °ni¢ed 38 EXISTING TELEPHONE 1
Chonnei
(1 Each Side) 5'-3"
EXISTING TELCO VAULT/PED OR FTI
8"„°' Bi°ck°°° EXISTING CAN
� (, Eo°h End)
EXISTING CAN VAULT/PED OR
TYPICAL DETAIL - #1 EXISTING BUILDING
UTILITY VAULT PRE —CAST 253TA OLDCASTLE — 25495139 POTHOLING LOCATION P
I
3 AS —BUILT
2 08/10/21 JAY REVISION # 4
1 09/11/20 Jw JAY ORIGINAL
NO. DATE ENG DESIGN DRAFTING COMMENT
Know what's below.
Call before you dig. WO
CORR O NICATIO NS
LEVEL 3 ENGINEER: Kayvan Fassnacht - 425.213.93778
ENGINEERING FIRM: K&B Technical Solutions
PROJECT NUMBER: N481930 (CTLN WA-33097-12822)
LOCATION: 7315 212TH ST SW
0 to' 20' EDMONDS, WA 98056
DRAWING NAME: 7315212TH St SW_33097_EDMONDS WA
98026_N481830_Pemits-REV.dwg
SCALE: 1 "=20' CONFIDENTIAL/PROPRIETARY SHEET: 7 OF 8
S/W
cn L111111111
�S/W
S/W
S/W
BORE MACHINE FOOTPRINT _
(APPROXIMATE LOCATION)
I
FOC FOC FOC FOC
EXIT CITY OF EDMONDS ROW
OWNER
/W R/W_
MD—R/W R/W--
/ i� r
T W / W
T T
LSD FOC SD M
FOC SD FC
T T
W T W T
SEW W SEW SEW
SEW SEW
C C
FOC FOC-
S/W_
R/WR/W
OC
by
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T T
J T
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BORE MACHINE SFOOTPRINT SEW W SEW W EW
(APPROXIMATE LOCATION)
- - - - - - _ 212TH ST SW a o
o -o
SEW-- - - - - - - - - SEW d
SEW SEWS-E
FOC
m
R/W S/W R/W S/W
R
OC
CD
S/ W 00
R/W R/W-T
CONSTRUCTION NOTES
BUILDING 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR
7315 212TH ST SW BETTER CONDITION, ACTUAL RESTORATION
DETERMINED BY CITY INSPECTOR.
2. ALL OTHER UTILITIES ARE BASED OFF EXISTING
LOCATES OR UTILITY STRUCTURES.
S/W
3. IT IS THE CONSTRUCTION CONTRACTORS
-S/W
S/W S/W RESPONSIBILITY TO CALL FOR LOCATES BEFORE
DIGGING.
-FOC FOC --- FOC _<�0G
BORE AND PLACE (1)-2" CONDUIT AND
FIBER OPTIC CABLE A MINIMUM OF 36"
BELOW GRADE (TYPICAL) o
CD
0 0
4Lri
W R/W�
�F0C T
-T-
SEW
H
w
w
2
R/W U
F E-- 0
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o Ln_o
cD MF Q
T T <
�— T
—S W W W SE
SEW--
—G
-FOC
W
R/W
Know what's below.
Call before you dig.
0 to' 20'
SCAT F• 1 "-9n'
CONSTRUCTION NOTES
4. POTHOLE EXISTING CROSSING INFRASTRUCTURE,
HARD SURFACE POTHOLES TO BE CORED, AND
DETERMINE ITS VERTICAL AND HORIZONTAL
LOCATION THROUGH VACUUM EXCAVATION.
5. IF STEEL PLATES ARE USED THEY CANNOT
STRADDLE LANES.
6. TEMPORARY HOT PATCHS MUST BE HOT MIX.
7. PAVEMENT CUTS MUST BE SAWCUT.
LEGEND
DIRECTIONAL DRILL — • • — • • — • • —
NAME
EXISTING LVL3 MANHOLE MH TYPE
OWNER
NAME
PROPOSED CTLN VAULT ❑V TYPE
OWNER
REMOVE/REPLACE SIDEWALK J
L--J
EXISTING
LVL3 CONDUIT
— —
RIGHT OF
WAY
RiW
EASEMENT ---
= -----
PROPERTY LINE
FACE OF
CURB
FOC
EDGE OF
PAVEMENT
—EOP
EXISTING
SIDEWALK
Sew
EXISTING
STORM DRAIN
SO
EXISTING
STORM MANHOLE
MH
EXISTING
STORM INLET
0
EXISTING
SEWER
SEW
EXISTING
SEWER MANHOLE
q
EXISTING
WATER
w
EXISTING
FIRE HYDRANT
V
EXISTING
GAS
EXISTING
ELECTRIC
E
EXISTING
POWER VAULT/PED
o OR
EXISTING
STREET LIGHT
EXISTING
TELEPHONE
—T—
EXISTING
TELCO VAULT/PED
OR FT1
EXISTING
CAN
EXISTING
CAN VAULT/PED
OR
EXISTING
BUILDING
POTHOLING
LOCATION
P
3 1 1 1AS-BUILT
2 08/10/21 JAY REVISION # 4
1 09/11/20 JW JAY ORIGINAL
NO. DATE �ENG DESIGN DRAFTING COMMENT
LevelW
C O N NU N I C AT 10 N5
LEVEL 3 ENGINEER: Kayvan Fassnacht - 425.213.93778
ENGINEERING FIRM: K&B Technical Solutions
PROJECT NUMBER: N481930 (CTLN WA-33097-12822)
LOCATION: 7315 212TH ST SW
EDMONDS, WA 98056
DRAWING NAME: 7315212TH St SW_33097_EDMONDS WA
98026_N481830_Permits-REVA
CONFIDENTIAL/PROPRIETARY SHEET: 8 OF 8