HomeMy WebLinkAboutR-418507LO
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O
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LO
co
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I
O
� � O
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/
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O
\
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StaII ueslgnatlon 51gns
18" x 18" 2.25 SF
Reserved
0
Reserved
0
Reserved
Reserved
00
Reserved
00
Reserved
0
Reserved
0
Logo Signs (Large)
Also Pickup Hours sign size
36" x 18"
0 Lug
f�oQ poc�l�ap9 p1Qa�Q c�DOo
555-555-5555
Logo Signs (Small) Call In Sign
18"x8" 1.00SF 18"x8" 1.00SF
Reserved
i
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O
Reserved
0
Weser ed
280
Reserved
Reserved
0
3
uUp
Directional Signs (Left / Straight / Right)
18" x 24" 3.00 SF
Reserved
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O
J
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KeserVed
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Reserved
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O
SIGNS FURNISHED BY
WALMART, ATTACHMENT
TO WALL OR BOLLARD BY
G.C.
Parking Stall Placard
Reserved
0
deserved
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0
Reserved
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0�000 0
0
"PICKUP" SIGNAGE
N.T.S.
NOTE:
ALL SIGNS LOCATED ON THE
BUILDING SIDE OF THE BFR
ARE TO BE INSTALLED ON A
NOTES FOR SINGLE POST WITH
SINGLE POST WITH BOLLARD.
BOLLARD:
1. ALL SIGNS SHALL COMPLY WITH
U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL
NOTE:
SIGNS SHALL HAVE
DIAMOND GRADE, ASTM
TYPE XI, SHEETING.
AT INTERSECTIONS
AT INTERSECTIONS
HIGHWAY ADMINISTRATION'S AT CROSSWALKS AT INTERSECTIONS 36" STOP SIGN AT """""""
"MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES",
LOCAL CODES AND AS _
SPECIFIED. MOUNT SIGNS TO NOTE: '
POST IN ACCORDANCE WITH HERE OR ' SIGNS SHALL HAVE
MANUFACTURER'S jeT DIAMOND GRADE, ASTM
INSTRUCTIONS. FUR TYPE XI, SHEETING.
2. GALVANIZED SQUARE TUBE
POST TUBES - 2"X2" 12ga GALVANIZED
POST TUBE SHALL MEET ASTM GALVANIZED SQUARE TUBE
A1011 GRADE 50. SQUARE TUBE NOTE:
POST TUBE GALVANIZED AS PER THE MIN. HEIGHT OF
ASTM A653 GRADE 90. z THE BOTTOM OF THE
LOWEST SIGN SHALL
USE 4" SCH. 40 STEEL PIPE FILLED I BE 7' 0"
W/ CONCRETE WITH TOP ROUNDED .i SEE BREAK AWAY
AND PAINTED TRAFFIC YELLOW ?I TUBE POST
SLOPE TOP SLOPE TOP
OF CONCRETE �. OF CONCRETE
PAVED SURFACE GROUND SURFACE
} Q
3500 P.S.I. P.C. �, l�':, 3500 P.S.I. P.C.
QCONCRETE BASE I I; ; CONCRETE BASE ..I �.,
LL n�
LL 0
O W
Q0 18" C7
4
SINGLE POST WITH BOLLARD DOUBLE POST WITH BREAK AWAY POSTS
H.ERERE� OR
f FOR
I
GALVANIZED
SQUARETUBE
NOTE:
THE MIN. HEIGHT OF z
THE BOTTOM OF THE
LOWEST SIGN SHALL BE 7'-0"
SEE BREAK AWAY
TUBE POST
SLOPE TOP
OF CONCRETE
GROUND SURFACE I
NOTES FOR SINGLE POST WITH BREAK AWAY POST:
1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED.
MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
2. GALVANIZED SQUARE TUBE
POST TUBES - 2"X2" 12ga
POST TUBE SHALL MEET ASTM A1011 GRADE 50.
POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.
ANCHOR TUBE - 2-1/4"x2-1/4" 12ga
HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B.
STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER
ASTM A123.
THE UPPER SIGNPOST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A
MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP
WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE.
- NOTE:
THE MIN. HEIGHT OF
THE BOTTOM OF THE
LOWEST SIGN SHALL
BE T-0"
5/16" GR. 5
5/16" GR. 5 SERRATED
Q FLANGED BOLT FLANGED NUT O
3500 P.S.I. P.C.
3: CONCRETE BA
O
> a N Z Q
g2
O
O 12"� "' GROUND
LU SURFACE
4 PLAN VIEW
PARTIAL ELEVATION
SINGLE POST WITH BREAK AWAY POST SQUARE TUBE BREAK AWAY POST
NEVER LESS THAN 9' LAYOUT PER STRIPING
NEVER LESS THAN 9'
NEVER LESS THAN 9'
LAYOUT PER STRIPING
(UNLESS STOP SIGN IS USED) DETAIL/SITE PLAN
(UNLESS STOP SIGN IS USED)
(UNLESS STOP SIGN IS USED)
LAYOUT PER STRIPING
NEVER LESS THAN 9'
DETAIL/SITE PLAN
LAYOUT PER STRIPING
DETAIL/SITE PLAN
(UNLESS STOP SIGN IS USED)
DETAIL/SITE PLAN
, . :..,
4'-0"
LD N
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NO SIGNS SHALL BE
NO SIGNS SHALL BE
Q o
NO SIGNS SHALL BE
NO SIGNS SHALL BE
LOCATED WITHIN
>
LOCATED WITHIN
LOCATED WITHIN
LOCATED WITHIN
¢ O SHADED AREAS
>
30" "STOP" SIGN
SHADED AREAS
SHADED AREAS
SHADED AREAS
SHOWN IN DETAILS
SHOWN IN DETAILS
MOUNTED TO POST
SHOWN IN DETAILS
SHOWN IN DETAILS
' STOP" SIGN
"STOP FOR PEDESTRIAN" SIGN
WITH BREAK AWAY
"STOP" SIGN ONLY
ON
ONLY ON POST
STOP FOR PEDESTRIAN" SIGN ON POST
ON POST (ALL SIGNS EQUAL TO
30' 'STOP' SIGN MOUNTED OR GREATER THAN 36" IN
POST
"STOP"
"STOP FOR PEDESTRIAN" SIGN
POST WITH BOLLARD
WITH BOLLARD
(ALL SIGNS EQUAL TO OR GREATER
TO POST WITH BREAK
WIDTH SHALL BE MOUNTED ON
36" SIGN
ON POST WITH BOLLARD
"STOP FOR PEDESTRIAN" SIGN
THAN 36' IN WIDTH SHALL BE
AWAY POST
POST WITH BOLLARD)
SHALL BE INSTALLED
ON POST WITH BOLLARD
MOUNTED ON POST WITH BOLLARD)
36" "STOP" SIGN SHALL BE
ON POST WITH
INSTALLED ON POST WITH
BOLLARD
PAINTED
ENDCAP - 60°
CURBED ISLAND
60° BOLLARD CURBED ISLAND - 90'
PAINTED ENDCAP
- 90°
SIGN LOCATIONS -
90° PARKING
SIGN LOCATIONS - 60' PARKING
SIGN LOCATIONS
- 90° PARKING
SIGN LOCATIONS
60° PARKING
SIGN MOUNTING AND BASE
#3 TIES AT 16" O.C. 5/8"x 12' (MIN) COPPERWELD
GROUND ROD CONNECTED TO
EQUIPMENT GROUND WIRE AT
EXISTING SALVAGED POLE. B
CONNECT ALL EQUIPMENT
B
4-#8 VERTICAL
GROUND LUG IN POLE
POLE SHALL BE MADE
GROUND CONDUCTORS TO
REINFORCING
PLUMB WITH LEVELING NUTS.
GROUNDING LUG IN POLE
BARS PLACED
INSTALLATION IN CONCRETE
ADJACENT TO
PAVING REQUIRES CONTINUOUS
TEMPORARY CAP ALL CONDUIT
ANCHOR BOLTS
1/2" EXPANSION JOINT MATERIAL
HAND HOLE WITH COVER
ALL AROUND. SEAL WITH JOINT
SEALER PER SPECIFICATIONS
1'-6" FROM BASE OF POLE.
5/8"x 12' COPPERWELD GROUND ROD
CONDUIT AS REQUIRED
4"x 6" MIN. /
CONNECTED TO EQUIPMENT GROUND
JUNCTION BOX (POLES
WIRE AT GROUND LUG IN POLE
DESIGNATED WITH "CAM" SUFFIX
DETAIL "C" \
iv
SECTION "A —A"
ONLY, I.E. BV-CAM), LOCATE
BETWEEN TOP AND SECOND TIES
PROVIDE JUNCTION BOX ON POLES
DESIGNATED WITH "CAM" SUFFIX ONLY (I.E. A
I
A
BV-CAM). REFER SITE PLAN FOR SECURITY
I I I
n
POLE -TO -BASE PLATE WELD
E
POLE LOCATIONS.
I (4) ANCHOR BOLTS 1.25" DIA.
SHALL COMPLY WITH AWS
ANCHOR
o x 42" LONG x 6" HOOK
SPECS. AT TOP AND BOTTOM
BOLTS
FINISH GRADE
M
OF BASE PLATE
I
BASE PLATE BOLT HOLE
45'
TYP
POLE BASE PLATE D
0'-3 3/4"
�
BOLT PATTERN PER
��fV�`
MANUFACTURER'S
N
iv
M 2" SECURITY
CAMERA CONDUIT
RECOMMENDATION
o
^ (POLES DESIGNATED WITH
_
4-#8x8' (MIN) LONG BARS
CAM" SUFFIX
ONLY, I.E.
EQUALLY SPACED
°D BV-CAM)
o
24" DIA. CONCRETE FOUNDATION
1" MIN. LIGHTING CONDUIT
I
#3 TIES ®16" O.C. MAX
LIGHT FIXTURE ORIENTATION
(SEE SITE PLAN FOR
JUNCTION BOX (POLES DESIGNATED
VERTICAL AND HORIZONTAL
ORIENTATION TO BUILDING)
WITH "CAM" SUFFIX ONLY, I.E.
BARS SHALL BE FIELD TIED.
3" MINIMUM COVER TYP
BV-CAM), FLUSH WITH FACE OF
WELDING NOT PERMITTED.
LIGHT POLE BASE. LOCATE
SUPPORT REINFORCEMENT IN
JUNCTION BOX TOWARDS FRONT OF
ITS PROPER LOCATION FROM
J
BOLT COVER TYPICAL
BUILDING. JUNCTION BOX SHALL
THE FORMWORK DURING
��
SECTION B—B",
BE CARLON PART NUMBER
E1212C24 WITH E1212DIV FIELD
CONCRETE OPERATION.
N
z
INSTALLABLE DIVIDER REFER
2' BELOW FROST LINE
24"
SPECIFICATIONS
HANDHOLE WITH COVER REMOVED
DIAMETER
BURNDY COPPER #KPA4C
GROUNDING LUG WELDED
SCRULUG AND TIN PLATED
TO INSIDE OF POLE
NUT AND BOLT OR BURNDY
COPPER #KC20 SERVIT
TWO PIECE BOLT
ATTACHED TO GROUNDING LUG
COVER REQUIRED
NOTES:
#4 GROUND CABLE ATTACHED
1. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL
LOCKING WASHER
_ _
TO GROUND ROD
2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE.
IF SUPPLIED BY
NUT
3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED
SITE LIGHTING VENDOR
FILL PER SPECIFICATIONS.
5" MIN., 5.5" MAX.
4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF.
WASHER
BOLT PROJECTION
5. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE
LEVELING NUT
VALUE OF 1000 PSF.
(MAX 1" FROM
6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL
CONCRETE)
BASE PLATE PER
PRESSURE OF 1000 PSF, UTILIZING AASHTO FIGURE 1.8.2C(4) OF "EMBEDMENT OF POSTS
SPECIFICATIONS
WITH OVERTURNING LOADS".
ANCHOR BOLT
7. DETAIL FOR 39' POLE WITH MAX. FIXTURE EPA 4.6 SQ.FT.
>� >�
DETAIL C
8. ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST -IN -PLACE. PRE -CAST LIGHT POLE BASE
FOUNDATIONS ARE NOT ACCEPTABLE.
N
12 1/2"
/
6
BOLT CIRCLE
N
a
a
RADIU
TYPICAL ANCHOR BOLT SPACING
TYPICAL LIGHTING POLE BASE DETAIL
N.T.S.
TYPICAL LIGHTING POLE BASE DETAIL
10/02/07
NO.
CCD #6
REVISION
JSB 07/30/21 SURVEYED:
JK
DESIGNED:
JSB
DRAWN:
JSB
CHECKED:
RCJ
BY DATE APPR APPROVED:
BDA
NOTES:
1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY
ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS
SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
r
F-
6" TYP
2'-0" TYP ,
02 AS -BUILT SET
< PAINTED TRAFFIC
WHITE
ASSOCIATE PATH DETAIL
N.T.S
MANHOLE, FOR TRAFFIC
CLEAN -OUT DETAIL
LAYOUT PER STRIPING
EQ EQ O a DETAIL/SITE PLAN
' O
LAYOUT PER STRIPING EQ . EQ ,
DETAIUSITE PLAN
POST WITH SIGN(S)ij� ,-
NEVER LESS THAN 9'
(UNLESS STOP SIGN IS POST WITH S GN(S)
USED)
PAINTED ENDCAP - 90° CURBED ISLAND - 90'
SIGN LOCATIONS - 90° PARKING SIGN LOCATIONS - 90' PARKING
Mckup
4
GALVANIZED
SQUARE TUBE
SEE REMOVABLE V
SQUARE TUBE a
POST
O
SLOPE TOP
OF CONCRETE
GROUND SURFACE
4
CONCRETE BASE O
- N
TYPICAL DIRECTIONAL SIGNAGE
IN CURBED ISLAND
GROUND SURFACE
DRIVEN DIRECTLY
INTO GROUND
Mckup
4
0
N
X
Q
O
TYPICAL DIRECTIONAL SIGNAGE
DRIVEN DIRECTLY INTO GROUND
Mckup
GALVANIZED
SQUARE TUBE
SLOPE TOP
OF CONCRETE
USE 4" SCH. 40
XX
STEEL PIPE FILLED
W/ CONCRETE WITH
TOP ROUNDED AND
o
PAINTED TRAFFIC
-
YELLOW
I
N
GROUND SURFACE
3000 P.S.I. P.C.
CONCRETE BASE
o
N
TYPICAL DIRECTIONAL SIGNAGE
IN PAVEMENT
A
SCALE:
HOR HORIZONTAL NAD 1983/1991
AS NOTED % CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
ASPHALT OR CONCRETE
PAVING SEE GRADING PLAN
24"X24"X6"D
CONCRETE COLLAR
IN PAVED AREAS
CLEAN OUT PLUG, 3"
BELOW PAVING
LONG SWEEP
WYE
NOTES
4. CLEAN OUT LOCATIONS INDICATED ON GRADING &
UTILITY PLANS
3. "CO" PROVIDE CLEANOUTS AS SPECIFIED BELOW:
ZURN Z-1400 CLEAN OUTS IN NON -TRAFFIC
AREAS & SIDEWALKS
ZURN Z-1449 CLEAN OUTS IN LANDSCAPED
AREAS
ZURN Z-1400 HD CLEAN OUTS IN TRAFFIC AREAS
WITH A "SERVICE STATION" TYPE MANHOLE,
OPW #104 Al2 DOVER CORPJOPW DIV.
NOT TO SCALE
NOTE: GUTTER SLOPE TO MATCH
m
m
ADJACENT PAVEMENT,
TRAVERSE AND LONGITUDINAL.
u
u
0
0
Y
m
LL
1/2" MIN. RADIUS
1" MAX. RADIUS
6"
11 MIN.
17" MAX.
�P.C.CONCRETE
CONTRACTOR TO PROVIDE
PRIME COAT AND TACK
�
COAT TO FACE OF CURB
WHERE CURB CONTACTS
ASPHALT.
12"
18" MIN.
24" MAX. "
�//�\K\K\/��\//
MA
1/XINRADIUSS
ASPHALTIC CONCRETE PAVING
SEE PAVING DETAILS FOR
PAVEMENT SECTIONS, SUBBASE,
SUBGRADE AND COMPACTION
REQUIREMENTS.
TYPE
"A" CONCRETE
CURB
AND GUTTER r�
N.T.S.
DTCURBA 12/17/04
C
06
SS�ONAL
R-418507 Z
0
-41 t35VL Z
IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q
X
LLI
0-
DATE
i
U_
WALMART #2516 07/29/2021
WALMART SUPERCENTER PICKUP EXPANSION PAGE: OKIr
:BOOK Q
CONSTRUCTION DOCUMENTS DRAM PAGE
DRAWING N0:
SITE DETAILS (SHEET 1) C4 Q
SHEET: OF: 7 17