HomeMy WebLinkAboutCP2406 - AS BUILT PLANSC[I'Y OF Z/
)4WWASHINGTON
PUBLIC WORKS DEPARTMENT
25 West Main Street Auburn, Washington
VICINITY MAP O
N
SCALE: 1' = 2500'
CITY OF AUBURN
NG & PIERCE COUNTIES, WASHINGTON
Auburn Ave Theater Demolition
:CT
PROJECT NO. CP2406
CONTRACT NO. 24-02
DRAWING INDEX
SHEET
DRAWING
DESCRIPTION
1
GTO01
COVER SHEET WITH VICINITY MAP & SHEET INDEX
2
TS101
EXISTING CONDITIONS, TESC & SITE PREPARATION PLAN
3
DE101
EXISTING CONDITIONS, DEMOLITION & RESTORATION PLAN
4
DE102
BUILDING FLOOR PLAN
5
TC101
TRAFFIC CONTROL PLAN
6
TC102
PEDESTRIAN TRAFFIC DETOUR PLAN
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTION RECORDS
INSPECTOR:
PROJECT MANAGER: w�.a�✓ —
DATE PROJECT COMPLETE: 1 1 /01 /2024
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robottom _
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Concrete Wall TEMPORARY CONSTRUCTION FENCE PANELS
HegM en from bottom ' ground surface foundation
to bottom
of Wfth -aon CATCH BASIN INLET PROTECTION, TYP
� wimh=zn
ALLEY
_ss_ss S — — ss—ss—ss—ss—ss—— — — — — — —
— — as—ns—as—
ss
EG logy
Blocks
•.ellf
I inch thick
4 11 - 0489000070 [1�11 = lloffig I
.lRN AVE THEATER TO BE REMOVED
MEMO I
-Lot Area: "7,590 SF
I AUBURN AVE, Autart WA 98002
Tilt -up panel
braces at 8'-0"
4P
■� �� ■SEEMS t• no�0
TEMPORARY CONSTRUCTION SITE SIGN
BOARD PER ODA STD DETAIL G-05.1
101 E MAIN S
(VACANT LOT) _
SEE EXISTING CONDITION NOTE 3
I
/O
TEMPORARY CONSTRUCTION
ENTRANCE/EXIT PER COA
STD DETAIL E-01.1.
(20•-0" MINIMUM)
D•
EXISTING PERIMETER FENCE
(PROTECT IN PLACE)
)a
b
EXISTING PERIMETER FENCE
• I (PROTECT IN PLACE) REMOVE AND RESET
T f EXISTING FENCE AND GATE
REMOVE, PROTECT AND RESET
f - EXISTING DECORATIVE LIGHT
PRIOR TO START OF DEMOLITION
EXISTING SITE PLAN
SCALE: 1" - 200'
I Deslnned I SO 1 01/26/24 1
SCALE:
ONE INCH
AT FULL SCALE
(IF NOT, SCALE ACCORDINGLY)
File : CPM21-DE100DWG
as—as—as—
a5�0.S�05��� —j
I 1
I I
I
I
I I
I
I
I 1
I I
jj E MAIN ST
I
125 E MAIN ST I I
(HILLS OF COMICS) 1 t
8 Inch thick
concrete slab
RUCTION STAGING AREA I I
E
E MAIN STREET
'•�'=V
REVIEWED BY
PROJECT MANAGER:
2i9a024
Signature Date
Sart Qayoomi
GENERAL NOTES:
1. CONTRACTOR SHALL STAY WITHIN THE PROJECT LIMITS UNLESS
APPROVED OTHERWISE BY THE ENGINEER. THE WORK ZONE SHALL
BE KEPT AS MINIMAL AS POSSIBLE DURING DEMOLITION.
MOVEMENT AND PARKING OF EQUIPMENT SHALL STAY WITHIN
WORK ZONE AND NOT CROSS AREAS OTHERWISE UNDISTURBED
DURING EARTHWORK OPERATION.
2. PRIOR TO MOVING ANY MATERIALS OR EQUIPMENT ON PUBLIC
STREETS, THE CONTRACTOR SHALL SUBMIT A HAUL ROUTE PLAN
TO THE ENGINEER FOR APPROVAL
EXISTING CONDITION NOTES:
1. ENGINEER WILL DEFINE AREAS TO BE AVOIDED BY CONSTRUCTION
ACTIVITIES PRIOR TO DEMOLITION. CONTRACTOR SHALL BE
RESPONSIBLE FOR PROTECTING EXISTING SITE AMENITIES, EXISTING
FENCE, UTILITIES, ETC. FROM DAMAGE DURING DEMOLITION.
2. ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO
REMOVALS.
3. THE BUILDING SHOWN IN THE CONSTRUCTION STAGING AREA HAS
BEEN DEMOLISHED AND IS CURRENTLY OPEN SPACE.
4. ALL UTILITY SHOWN ARE EXISTING UTILITY. CONTRACTOR SHALL FIELD
VERIFY THE LOCATIONS OF EXISTING UTILITIES, SITE AMENITIES PRIOR
TO START OF DEMOLITION WORK.
LEGEND
SYMBOL
DESCRIPTION
— — — —
PROPERTY LINE
III MEN
PROJECT LIMIT
CONSTRUCTION STAGING AREA
CATCH BASIN INLET PROTECTION, PER CITY
OF AUBURN STANDARD DETAIL E-03.2
--'0—
TEMPORARY CONSTRUCTION FENCE PANELS
—*—*—
EXISTING FENCE
FENCE REMOVAL LIMITS
EXTERIOR WALL
w
EXISTING WATER LINE
So
EXISTING STORM DRAIN LINE
ss
EXISTING SANITARY SEWER LINE
— — — —
EXISTING OVERHEAD POWER LINE
ss
EXISTING GAS LINE
AS -BUILT
BURIED UTILITIES IN AREA
PLEASE CALL BEFORE YOU DIG
811
AUBURN AVENUE THEATER DEMOLITION
AUBURN
EXISTING CONDITIONS, TESC & SITE PREPARATION PLAN
PROJECT NO.
CP2406
CONTRACT NO
24-02
DRAWING NO.
TS101
SHEET 2
OF 6
REMOVE WATER METER
s �rr'--_
INSTALL NEW CHAIN LINK FENCE
TOTAL LENGTH: 180 LF
SEE RESTORATION NOTES
WATER SERVICE TO
BE DISCONNECTED —
EXISTING GAS AND ELECTRICAL
SERVICE (REMOVE BY OTHERS)
SEWER LATERAL TO BE
CUT A
AUBURN AVE THEATER TO BE REMOVED
Parcel #: 0489000070
Address: 10 AUBURN AVE, Auburn, WA 98002
Total Lot Area: "7,590 SF
AREA OF DISTURBANCE 7590 SF.
SEE DE102 FOR THEATER BUILDING
FLOOR PLAN.
ALL HARD SURFACE TO BE REMOVED
101 E MAIN S
(VACANT LOT)
ALLEY
POWER AND
MON LINES
WMT
— � os—as—a — as—as=as—as—as-
I I
I
PROTECT EXISTING SHARED I
WALL SEE DEMOLITION NOTE 1. 1
125 E MAIN ST i I
(HILLS OF COMICS) I I
1 1
I
EXISTING CONDITION, DEMOLITION, & RESTORATION PLAN O
SCALE 1„ = 200' N
GENERAL NOTES:
1. CONTRACTOR SHALL STAY WITHIN THE AUBURN AVE THEATER AND
THE VACANT LOT TO THE SOUTH OF THEATER BUILDING, UNLESS
APPROVED OTHERWISE BY THE ENGINEER. THE WORK ZONE
SHALL BE KEPT AS MINIMAL AS POSSIBLE DURING DEMOLITION.
MOVEMENT AND PARKING OF EQUIPMENT SHALL STAY WITHIN
WORK ZONE AND NOT CROSS AREAS OTHERWISE UNDISTURBED
DURING EARTHWORK OPERATION.
2. BUILDING HAS BEEN TESTED AND SURVEYED FOR REGULATED
BUILDING MATERIAL RBMS), REFER TO RBMS ABATEMENT
SPECIFICATION PAC GE FOR DIRECTION ON REMOVAL OF (RBMS)
FROM THE SITE.
3. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE
ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE ENGINEER
IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A
PERMITTED LANDFILL PER THE LOCAL AND STATE REGULATION.
DEMOLITION NOTES:
1. CONTRACTOR TO PROTECT AND PROVIDE SUPPORT TO EXITING
SHARED WALL BETWEEN HILLS OF COMIC AND THEATER BUILDING
PER THE STRUCTURAL EVALUATION REPORT.
2. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL
OFF -SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL
REGULATIONS.
3. CONTRACTOR MAY STOCK PILE SUITABLE SALVAGED SOIL MATERIAL
TO BE REUSED FROM COMMON EXCAVATION, IN AREAS
DESIGNATED BY THE ENGINEER. ALL SOIL THAT IS NOT SUITABLE
FOR REUSE SHALL BE DISPOSED OFF SITE.
RESTORATION NOTES:
1. ALL DISTURBED AREA TO BE RESTORED BACK TO ORIGINAL.
SURFACE RESTORATION WILL INCLUDE GRADING WHERE
STRUCTURES HAVE BEEN REMOVED TO ELIMINATE HOLES AND
DEPRESSIONS AND BACKFIWNG WITH 4' OF COMPACTED CRUSHED
SURFACING BASE COURSE.
2. PROVIDE BLACK COATED CHAIN LINK FENCE TYPE 3 PER WSDOT
STD. PLAN L-20.10-03. NEW FENCE SHALL CONNECT TO AND
MATCH EXISTING FENCE HEIGHT AND COLOR.
3. PROVIDE BLACK COATED DOUBLE 14FT CHAIN LINK GATE PER
WSDOT STD. PLAN L-30.10-02.
RxH:izlw
SYMBOL
DESCRIPTION
— — — —
PROPERTY LINE
DEMOLITION LIMIT
— — — —
EXTERIOR WALL
NEW CHAIN LINK FENCE LINE
x
EXISTING CHAIN LINK FENCE LINE
EXTERIOR WALL
W
EXISTING WATER LINE
sD
EXISTING STORM DRAIN LINE
ss
EXISTING SANITARY SEWER LINE
EXISTING OVERHEAD POWER LINE
ss
EXISTING GAS LINE
AS -BUILT
BURIED UTILITIES IN AREA
PLEASE CALL BEFORE YOU DIG
611
NO.
Uate:
I Kevisom:
Uomplete0 by
BY: DATE:
Le8
T RR
�~ _
�,.
�.
- TQi1L
07/09I2024
*
CIIY OF *
h
WASHINGTON
REVIEWED BY
PROJECT MANAGER:
I 6/20/2024
Signature Date
Samim Qayoomi
AUBURN AVENUE THEATER DEMOLITION
AUBURN
DEMOLITION, & RESTORATION PLAN
PROJECT NO.
CP2406
Designed
SO
01/26/24
Reviewed
MI:
01/2fi/24
CONTRACT NO.
24_02
Approved
ML
01/26/24
SCALE:
ONE INCH
(IF NOT, SCALE ACCORDINGLp
DRAWING N0.
DE101
SHEET 3
OF 6
File: CPM1-DE100DWG
I
o
o-
SALVAGE FRONT BRICK —
MASONRY TO THE LIMITS
SHOWN, SEE NOTE 3
113'-5"
EXISTING FLOOR PLAN /�
SCALE. 1/8" = 1'-0" �"�
I,r 1
/'�ii
1
STAIUP TOOAT STAY UP TO OATS 1
ONLINE AT ONLINE AT 1
AUBURMW I GOV TOEATF�
_-_-----
FRONT ELEVATION
SCALE: 1/8"=1'-0" ,-,I
I oesloned I SO 1 01/26/24 1
SCALE:
ONE INCH
AT FULL S=
(IF NOT, SCALE ACCORDINGLY)
=11e: CPM21-DE100DWG
LRR
$ 4�
$ L%
i
TDN1L
07/09/2024
I
10
PROTECT EXISTING SHARED
WALL SEE SHEET DE101.
m
I�
\
a
n
3'-1"
5'-10"
LOWER MEZZANINE \"I SCALE: 1/4"=1'-O" ,_-,
GENERAL NOTES:
1. ALL DIMENSION ARE APPROXIMATE AND FOR INFORMATION ONLY.
2. REMOVED MATERIALS AND EQUIPMENTS FROM INSIDE AND OUTSIDE
OF THE BUILDING SHALL BE DISPOSED OF TO A LEGAL OFF —SITE
LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL
REGULATIONS.
3. FRONT MASONRY BRICK SHALL BE CAREFULLY REMOVED TO THE
LIMITS SHOWN ON FRONT ELEVATION FOR FUTURE REUSE AND
SHALL BE DELIVERED TO THE FOLLOWING ADDRESS: 3030 R St SE,
Aubum, WA 98002.
UPPER MEZZANINE U
SCALE: 1/8" = 1'-O"
REVIEWED BY
PROJECT MANAGER:
2/9/2024
Signature Date
Samim Qayoomi
02 BASEMENT
SCALE: 1/4" = 1'-0""�
AS -BUILT
BURIED UTILITIES IN AREA
PLEASE CALL BEFORE YOU DIG
811
AUBURN AVENUE THEATER DEMOLITION
AUBURN
BUILDING FLOOR PLAN
M
O
PROJECT NO.
CP2406
CONTRACT NO.
24-02
DRAINING NO.
DE102
SHEET 4
OF 6
LEGEND
04 FLAGGING STATION
p TEMPORARY SIGN
® CHANNELIZING DEV
NU I I U JUALL
SIGN SPACING = X (1)
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' (2)
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
CHANNELIZATION DEVICE
SPACING (feet)
MPH
TAPER
TANGENT
35/45
30
60
25/30
20
40
NOTES
1. ALL SIGNS ARE BLACK ON ORANGE.
2. REFER TO TS102 FOR PEDESTRIAN TRAFFIC DETOUR PLAN
AS -BUILT
BURIED UTILITIES IN AREA
PLEASE CALL BEFORE YOU DIG
811
NO.
Uate:
I Kevislon:
uomplere0 by
BY: DATE:
_
mroer2o2u
* *
crrrOF '-f` *
h
WASHINGTON
REVIEWED BY
PROJECT MANAGER:
2/9/2024
Signature Date
Samim Qayoomi
AUBURN AVENUE THEATER DEMOLITION
AUBURN
TEMPORARY TRAFFIC CONTROL PLAN
PROJECT NO.
CP2406
Designed
SO
0126/24
Reviewed
ML
01/26240*1MA"L
CONTRACT NO.
24-02
Approved
ML
o,2624
SCALE:
ONE INCH
AT F S
(IF NOT, SCALE ACCORDINGLY)
DRABING NO.
TC101
SHEET 5
OF 6
File: CPM21-Term DWG
E MAIN ST
LEGEND
N TEMPORARY SIGN LOCATION
® CHANNELIZING DEVICES
® PEDESTRIAN CHANNELIZING DEVICES
w
i
i
i
a
z
m
m
w
W
(n
01
ADJACENT BUSINESSES AND/OR RESIDENT'S
SHALL BE NOTIFIED IN WRITING 72 HOURS PRIOR
NOTE: TO PLACEMENT OF "NO PARKING" SIGNS.
1. FLAGGER/SPOTTER TO FACILITATE TRUCKS
ENTERING AND EXITING THE WORK AREA.
PEDESTRIAN TRAFFIC CONTROL
NOT TO SCALE
AS -BUILT
BURIED UTILITIES IN AREA
PLEASE CALL BEFORE YOU DIG
611
NO.
uate:
I Kevislon:
uomplere0 by
BY: DATE:
mroer2o2u
* *
CIIYOF *
h
WASHING'CON(IF
REVIEWED BY
PROJECT MANAGER:
� 2/g/2024
Signature Date
Samim Qayoomi
AUBURN AVENUE THEATER DEMOLITION
AUBURN
PEDESTRIAN TRAFFIC DETOUR PLANSCALE:
PROJECT NO.
CP2406
Designed
SO
01/26/24
Reviewed
Revie
ML
01/2fi/240*1MA"L
CONTRACT NO.
24-02
d
ML
01/26/24
ONE INCH
AT F s
NOT, SCALE ACCORDINGLY)
DRANING N0.
TC102
SHEET 6
OF 6
File: CPM21-Term DWG
INSTALL DRIVEWAY HUM
CULVERT IF ROADSIDE FOR ADDITIONAL INFORMATION
DITCH IS PRESENT PERTAINING TO CONSTRUCTION
EXISTING ENTRANCE / EXIT, REFER TO
ROAD ''1 DEPT. OF ECOLOGY BMP C105
f
2 �
4ojV 4
QUARRY
SPALLS
4 25' MIN. FOR SMALL
EOTEXTILE FOR SOIL -.__ SITE (SEE NOTE 1)
TABILIZATION PER WSDOT 1'f
TANDARD SPECIFICATION
ECTION 9-33 gO �OVM 15' MIN. FOR SMALL
SITE (SEE NOTE 1)
12" MIN.
P THICKNESS
Y
MAINTENANCE STANDARDS:
1. SMALL SITE IS DEFINED AS A SITE THAT ADDS OR REPLACES LESS THAN 5,000 SQUARE
FEET OF IMPERVIOUS SURFACE & DISTURBS LESS THAN ONE ACRE.
2. QUARRY SPALLS PLUS WOVEN GEOTEXTILE FABRIC UNDER ROCK SHALL BE ADDED AS
NEEDED TO KEEP THE ENTRANCE IN CONFORMANCE WITH THESE STANDARDS.
3. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT,
p THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED.
THIS MAY INCLUDE SHOVELING, PICKUP SWEEPING, & HAND SWEEPING, AN INCREASE IN THE
$ ENTRANCE DIMENSIONS, OR THE INSTALLATION OF A SELF—CONTAINED WHEEL WASH
S[ STATION, (REFER TO DOE BMP C-106 FOR MORE INFORMATION).
4. ANY SEDIMENT THAT IS TRACKED ONTO STREET PAVEMENT SHALL BE REMOVED
IMMEDIATELY BY SHOVELING, PICKUP SWEEPING, & HAND SWEEPING. THE SEDIMENT
COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ONSITE. PAVEMENT SHALL
NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS
INEFFECTIVE & THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE
STREETS, A CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. SEDIMENT WOULD
THEN BE WASHED INTO THE SUMP.
p` 5. ANY ROCK SPALLS THAT ARE LOOSENED FROM THE DRIVEWAY PAD & ONTO THE ROADWAY
g SHALL BE REMOVED IMMEDIATELY. VACTOR TRUCK MUST BE USED TO CLEAN CATCH BASIN
IF IT BECOMES PLUGGED.
6. VEHICLES SHALL NOT ENTER OR EXIT THE SITE OTHER THAN THE CONSTRUCTION
ENTRANCE(S).
s 7. REMOVE TEMPORARY CONSTRUCTION ENTRANCE/EXIT UPON COMPLETION OF THE ON —SITE
WORK.
APPROW B CITY ENGINEER: DATE: TEMPORARY CONSTRUCTION
Jk (/ ENTRANCE / EXIT
g COMMU LOPMENT & PUBLIC WORKS DEPT. STANDARD DETAIL: E-01.1
DRAINAGE GRATE,
RECTANGULAR
GRATE SHOWN
CURB &
GUTTER ✓ ,Gd
OPENING (TYP.)� N ' T
MAINTENANCE STANDARDS:
1. ANY ACCUMULATED SEDIMENT ON
OR AROUND THE FILTER FABRIC
SHALL BE REMOVED PROMPTLY AND
DISPOSED OF.
2. SEDIMENT SHALL NOT BE REMOVED
WITH WATER INSIDE THE BASIN.
3. REGULAR MAINTENANCE IS
REQUIRED. INSPECT WEEKLY ON SCHEMATIC DETAIL VIEW
ACTIVE SITES, MONTHLY ON NOT TO SCALE
INACTIVE SITES, & AFTER EACH
STORM EVENT TO VERIFY CURB &
PROTECTION IS STILL ADEQUATE. GUTTER
REPLACE AS NEEDED. CATCH BASIN
4. ANY SEDIMENT IN THE CATCH WITH GRATE
BASIN INSERT SHALL BE REMOVED
WHEN IT HAS FILLED 1/3 OF THE °
STORAGE CAPACITY OF THE FILTER
DEVICE.
r'
GEOTEXTILE
FABRIC
5" MAX.
SEDIMENT AND
DEBRIS RETRIEVAL
STRAPS (TYP.)
BELOW DRAINAGE
GRATE DEVICE
EDGE OF
TRIM
GRATE FRAME
5.
THE GEOTEXTILE FABRIC FILTER
MEDIA SHALL BE INSPECTED AFTER
—
EACH STORM EVENT & CLEANED OR
REPLACED WHEN 1/3 OF STORAGE
BELOW DRAINAGE
CAPACITY IS REACHED, OR
GRATE DEVICE
MONTHLY, UNDER NORMAL WEATHER
OVERFLOW BYPASS
CONDITIONS, WHICHEVER OCCURS
OPENING (TYP.)
FIRST.
6.
REMOVE CATCH BASIN INLET
a
PROTECTION DEVICE UPON
{I
COMPLETION OF THE WORK.
8
FILTERED
SEDIMENT
NOTES:
WATER
AND DEBRIS
1.
THIS DEVICE IS APPLICABLE TO WHERE
PONDING OF WATER ABOVE THE CATCH
BASIN WILL NOT CAUSE TRAFFIC
y
PROBLEMS AND WHERE OVERFLOW WILL
NOT RESULT
2.
THIS INSERT DEVICE SHALL HAVE A
CATCH
E
MINIMUM OF 0.5 C.F. OF STORAGE. IT
BASIN
SHALL ALSO PROVIDE FOR DE —WATERING
STORED SEDIMENT, AN OVERFLOW, AND
EASE OF MAINTENANCE.
3.
FOR ADDRIONAL TECHNICAL INFORMATION,
SECTION A —A
REFER TO WSDOE BMP C220.
NOT TO SCALE
9
5 APPROVED BY CITY ENGINEER. DATE:
,.,,.a_1l%
CATCH BASIN
INLET PROTECTION
�--r�HIKGMNam---j
8'
3/4" BORDER
R=1/2"
NP'
6" 3C
CITY OFAUBURN
TYP
PROJECT NAME
�p
C
M
.
PMONL _ -
N
'Chb*r-_---------
EiOmahEssm�tgAlk---_------
!E*mWW knV&_------___
I'I CRY FAUBURN
I 4C PROJECT NAME
This is
ASona
rsNo.i4ff*o=
a 3C
No-------------
nhcla-------------
u.uana Pngms
an'ml.
56fing0------ ---
4 EA. 3/8" DIA. x 6"
GALV.
i
�'DP
isiBOLTS
W/ TOTAL OF
(B) EA.
OfWASHERS,
& (4) EA.
NUTS
n 3C
N
'�� .•
2C EXISTING
GRADE
G`\
CONSTRUCTION
1.
NOTES:------------
SIGN BOARD SHALL BE CONSTRUCTED FROM 4'x4'x3/4" EXTERIOR MARINE PLYWOOD.
2.
ALL LETTERS AND NUMERALS SHALL BE SERIES C.
i m A
3.
LETTERING SHALL BE BLACK ON WHITE BACKGROUND USING 3M SCOTCHLITE EC FILM
SERIES 1700
o Z�
OVER 3M DIAMOND GRADE VIP OR BETTER.
4.
SIGN AND POSTS SHALL BE PLANTED INTO AN UNYIELDING SOIL AND REINFORCED BY
TAMPING GRAVEL
000
OR SMALL ROCKS WHEN NECESSARY TO ASSURE RESISTANCE AGAINST STRONG WIND.
BRACING MAY BE
mz
REQUIRED AT SOME LOCATIONS AS DIRECTED BY THE ENGINEER.
Vy
�A
5.
SIGN BOARD SHALL BE FABRICATED AND MOUNTED ON 2 EACH 4"x4'x8' POSTS WITH
THE FOLLOWING
me
GALVANIZED FASTENERS AND SIZES AS INDICATED:
n
T
4 EA. 3/8" DIA.x6"
�o
0
z
4 EA. 3/8" NUTS
8 EA. 3/8" WASHERS
2C
FABRIC BAUD WTI
CARRIAGE BOLT AND NUT
TIE WRE - SPACED
N W OR NAX. (rYP)
TENSION W RE
HOG RING -SPACED
® 24 Qp NAK.
END OR CORNER POST
DETAIL O
NUDE POST
DETAIL O
BRACE BAND WTH
CARRIAGE BOLT AND NUT
�TENSIOH WRE
- STRETCHER BAR
TENSION WRE
� TURNBUCKLE
BRACE BAD WTH
CARRAGE BOLT AND NUT
T AOJAAY BRACE BAND WTH
CARRIAGE BOLTS AND NUTS
TENSION WRES
FABRIC BAND WTH
CARRIAGE BOLT AND
NUT(TYP)
TURNBUCKLE
L�j STRETCHER BAR(TYP)
PULL POST (AT END OR CORNER)
DETAIL (B
T AO-AAY BRACE BAND WTH
CARRIAGE BOLTS AND NUTS
TENSION WIRES
FABRIC BAND WTH
CARRIAGE BOLT AND
NUT(TYP)
eN - STRETCHER BAR (TYP)
PULL POST RNI BUN)
DETAIL ( D
TENBIONWRE
Jul 1420�Iu1151D14AM
p
CHAIN LINK PENCE
TYPES 3 AND 4
STANDARD PLAN L-20.10.03
SHEET 2 OF 2 SHEETS
ARPROVED FOR PUBIDATON
O CmpmmT, 17
1u1142O15 It 25 AM
�wal+w• Tw D.wN�.Mwr�.y.Nxs rm
.�iII..Y
1y
•'
is
y/ %%/•/ �% .Y c/ •]%/•]i"/ •/ c//Ivy,
�'CHAIN
LINK FENCE FABRIC
PULL POST
TENSION WIRE
FABRIC BAND (IYP.)
STRETCHER BAR (M)
BOTTGN TENNON WRE
(rep) (NOT MEOUIRED FOR
CHNN UNK FENCE TYPE 4) -
GATE POST (TYP.) - a IQ' (IN)
DMM (MOM, SCH. 40)
TENSION ME
TENSION WRE
CHAIN LINK FENCE FABRIC
S- D` - CHAIN LINK FENCE TYPE 3
2'- G' - CHAIN LINK FENCE TYPE 4
TIE WIRED (TYP ) -
/� SPACED 014' AM MAK.
/ \ MATCHFENCETOP HINGE .)
SELVAGE (TYP 1 81MX0 (TYP.I
TRUSS ROD
(rvP)1
MATCH FENCE
SELVAGE(TYP)
DOUBLE GATE
BOTTOM HINGE -
IN' SWING(TYP.)
TENSION WIRE
TENSION ME FOR DATE POST PULL POST
ODE
!A
NOTES
1. Matenals shall meet me Wumments
of Sfantlanl SlsecNcztlon 6.16
HOG RINGS - SPACED
Q Wo (INI MA.K. (TP,)
PULL POST
� TENSION WIRE
CHAIN LINK GAT!
BOTTOM HNGE- O \\[�
BO�ANO NORINGS-sPAc6D ( STANDARD PLAN L-30.10.02
_ ME IMREE (TYP.) - QY4' (IN) MVL (TP.)
SHEETS
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STANDARD PLAN L-00.10.02
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APPROVED FOR PUBLICATION
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