HomeMy WebLinkAboutR-418508AS -BUILT SET
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ADDITIONAL SPARK
1
C)
PICKUP SIGN ON BACK
WHEN BACK FACES
PUBLIC STREET.
1
ALIGN TO TOP.
Uj
W
BEGIN U-BOLT
NUMBERING AT STALL CLOSEST BOLT LOCATIONS
TO THE PICKUP PER STANDARD
DOOR. WITH SPACER AS
�y5gy5ggr�g$� FOR LEVEL SIGN
MOUNTING
USE 4" SCH. 40
iv STEEL PIPE FILLED
LO
00 C° W/ CONCRETE WITH
CO
TOP ROUNDED AND
PAINTED TRAFFIC
T
U-BOLT NUT YELLOW
LOCATIONS "K" SIGN HOSE CLAMP
io
T
SLOPE TOP SLOPE TOP
1
OF CONCRETE o OF CONCRETE o
GROUND SURFACE `- GROUND SURFACE `
O
3000 P.S.I. P.C. 3000 P.S.I. P.C. a
CONCRETE BASE CD CONCRETE BASE
G N
FRONT VIEW SIDE VIEW
TYPICAL PARKING SIGNAGE
IN PAVEMENT
6" SCH. 40 STEEL PIPE
FILLED W/ CONC.
WITH TOP ROUNDED.
0
2'-0" 1 a
PAVEMENT OR
FINISHED GRADE
0
/�Y ° -a-" 3" COVER
U
VAj _ OVER FOOTING
J O
\
FILL POST w/ CONCRETE
o
m Z
a Z
3
3500 PSI P.C.
CONCRETEMINIMUM
V�L I (TYP.)
3"MINA\%a° as
\
��/ i\/
NOTE:
1'-6'
ALL PIPES SHALL BE
PAINTED TRAFFIC YELLOW
PIPE BOLLARD
N.T.S.
DTGRDPST 08/17/09
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
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.
2. GALVANIZED SQUARE TUBE
POST TUBES - 2"x2"x3/16" 12ga
POST TUBE GALVANIZED AS PER ASTM A653 GRADE
90.
ANCHOR TUBE - 2-1/4"x2-1/4"x3/16" 12ga
HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM
A500 GRADE B.
N STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP
C° GALVANIZED PER ASTM A123.
THE UPPER SIGN POST 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.
5/16" GR. 5 O
FLANGED BOLT
�_ rn
q 5/16" GR. 5 0
N b0 SERRATED
PP FLANGED NUT O
GROUND
8 SURFACE
PLAN VIEW PARTIAL ELEVATION
REMOVABLE SQUARE TUBE POST
TRAFFIC YELLOW
(SEE NOTE 1)
-
III,7 I I„ II III �I I, „I 11I 11 I F
ELEVATION
NOTES:
1. EXPOSED CONCRETE SHALL BE PAINTED TRAFFIC
YELLOW.
WAL-MART LIGHT BASE DETAIL
N.T.S.
10/02/07 WAL-MART LIGHT BASE
CATCH BASIN FRAME AND VANED
GRATE PER STD. PLAN 204.00
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION (TWO SECTIONS MAX.)
MORTAR, (TYP.), SEE NOTE 5
4" MIN.
28• MAX,
16" MAX.
FLAT SLAB TOP
48", 54". 60", 72", 84",
96'. 120" OR 144"
EE NOTE 6, TYP.
15' MAX. FOR
MAINTENANCE
STEPS OR
LADDER
12" (TYP)
;MAX..'*
-TT
,
1"MIN"O'RING
IN24"
MIN.
2.5' MFORCING
STEEL, (TYP.)
12" . ?GRAVEL
BACKFILL FOR PIPE ZONE
BEDDING PER WSDOT STD.
SPECIFICATION SECTION 9-03.12(3)
s•
s-
SEPARATE BASE INTEGRAL BASE
PRECAST
PRECAST WITH RISER
NOTES:
1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS.
2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE
SLOPED TO FACILITATE CLEANING.
3. THE RECTANGULAR FRAME AND GRATE MUST BE
INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE
CAST INTO THE ADJUSTMENT SECTION.
4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2'
MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5' MINIMUM GAP
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE
PIPE. AFTER THE PIPE IS INSTALLED. FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3,
5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET
IN MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3,
6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE
CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE
ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO
AN EXISTING PIPE. USE A FABRICATED SAND COLLAR OF
THE SAME MATERIAL AS THE CONNECTING PIPE.
7. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNESS
MIN. BASE
THICKNESS
MAXIMUM
KNOCKOUT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
48"
4"
6"
36"
8"
54"
4.5"
8"
42"
8"
60"
5"
8"
48"
8"
72-
6"
8"
60"
12'
84'
8"
12"
72"
12"
96'
8"
12'
84"
12•
120"
10"
12"
96"
12'
144"
12"
12"
108"
12"
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
CPSSP
SOLID WALL
PVC
PROFILE WALL
PVCI
48"
24"
30"
24"
30"
30"
54"
30'
36"
30"
36"
36"
60"
36"
42"
36"
42"
42"
72'
42"
1 54"
1 42'
48"
48"
84"
64'
60"
54'
48"
48"
96"
80•
72'
60"
4W
48"
120"
66'
1 84"
60"
48"
48'
144"
78"
1 96"
60'
48'
48"
CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20)
2 STD. SPEC. 9-05.12(1)
I'STD. SPEC. 9-05.12(2)
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD" PLAN - 201.00
♦(�R PUBLIC WORKS CATCH BASIN TYPE 2 9/z8/2018
PR
DEPARTMENT GAZ
P"m. w•.P. nem, DATE
NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR.
1.5" ACC SURFACE COURSE
I�
1.5" ACC BINDER COURSE
5" AGGREGATE BASE COURSE
a PER SPECIFICATION 0271S
4
12"
P.C.CONC. a
7" SCARIFIED & RECOMPACTED SOIL
PROOFROLL EXPOSED SUBGRADE SOILS.
PLACE MOISURE CONDITIONED, PROPERLY
COMPACTED SUB -BASE PER WAL-MART
SPECIFICATION 02300.
STANDARD DUTY
ASPHALT PAVING
PAVING DETAILS
N.T.S.
T
G.C. TO ORDER SIGN
STENCILS FROM
JONATHON THOMPSON
AT OUTLINE INDUSTRIES
OR CALL 1.800.STENCILS
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
2„
24"
r
2 112" DIA. HOLE
�G
d Q Q Q
m
TOP
ISOMETRIC
J- l
NOTE: PROVIDE 1/2" EXPANSION
JOINT BETWEEN SIDEWALK
AND ALL FIXED OBJECTS
PLAN VIEW
1"DEEPSAWED JOINT (TYP.)
SEE SITE PLAN
1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED
@ 35' O.C. MAX.
EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK
2"
SLOPE 1/4" /FT.
MAX.
(TYP)
2"
5.0'
1 5.0' 5.0' 5.0' 5.0'
5.0' 5.0'
(TYP)
1/2"R
.d
4
(TYP)
o •
O o
4. o0
4"�TYPI
I
PC CONCRETE
NOTE:
(TYP)
4'
WHERE REQUIRED REINFORCEMENT
4" AGGREGATE BASE
(TYP)
SECTION A
WILL BE No. 3 BARS 24" O.C.
-A EACH WAY MAX. SPACING, OR
COURSE COMPACTED TO
SECTION B - B
6x6-W1.4XW1.4WWF
90%STD. PROCTOR (TYP)
CONCRETE SIDEWALK
N.T.S.
SEE SITE PLAN FOR
TYPE OF ARROW
(RIGHT, LEFT OR
AHEAD)
DIRECTIONAL PAVEMENT MARKINGS
N..S.
1/2.
BOLT -DOWN SLOT, Iq-
SEE DETAIL AND
NOTE 1 1 1I14-
I TI I
I
BOLT -DOWN SLOT DETAIL
SEE NOTE i
I••� 3»
R26", SEE NOTE 2
1 112"
4 314' -+ + 1 1/2" T
1 518t� T
T- 3'
R39", SEE NOTE 2
SECTION A
SECTION B
NOTES:
.
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES,
GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED.
PROVIDE TWO HOLES IN THE FRAME THAT ARE
+1/2"
VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.
THE FRAME SHALL ACCEPT THE 5/8"A 1 NC x 2" ALLEN
4"
HEAD CAP SCREW BY BEING TAPPED, OR OTHER
. HOLE
APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES
VARIES BY MANUFACTURER.
HANDLE
1 1
Z ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN
LIEU OF THE RIB DESIGN.
SECTION C
3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR
ADDITIONAL REQUIREMENTS.
4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD
PLAN 204.00.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.10
,•�• PUBLIC WORKS DEPARTMENT RECTANGULAR SOLID METAL COVER [G7Z 9/28/2018
��� DATF
P"bl,c N'n., Pd
:45 Al
56606
ss�ONAL
NO.
CCD #6
REVISION
:45 AN
NOTE:
PAVEMENT MARKING SHALL MEET UNISPEC
SECTION 02765 - PAVEMENT MARKING
ARROWS SHALL BE
PAINTED P126 TYP
11-1/4' BEND 22-1/2° BEND 45' BEND
CAP
TEE V90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR
FIRM SILTY SAND
COMPACT SAND
COMPACT SAND & GRAVEL
90'
45- BEND
11 1/4'
90'
45' BEND
11 1/4'
go'
45' BEND
it 1/4'
FlTTING
BEND
TEE
CAP OR PLUG
& 22 1/2-
BEND
TEE
CAP OR PLUG
& 22 1/2-
BEND
TEE
CAP OR PLUG
& 22 1/2-
BEND
BEND
BEND
4"
7.0
4.2
4.2
1.7
2.9
2.1
2.1
1.0
2:2
1.6
1.6
1.0
6
13.3
9.4
9.4
3.8
6.7
4.7
4.7
1.9
5.0
3.5
3.5
1.4
8"
23.3
16.7
16.7
6.7
11.7
8.4
8.4
3.4
8.8
6.3
6.3
2.5
12
53.0
37.5
37.5
15.0
26.5
10.8
18.8
7.5
20.0
14.0
14.0
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. Y-O" MIN. COVER FOR WATERMAIN LESS THAN 12".
4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0'
TRUST BLOCK BEARING
REA REFERS TO THE
.ACE OF BLOCK MEASURED
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2-).
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
PUBLIC WORKS CONCRETE BLOCKING FOR STD. PLAN - 330.2
�
DEPARTMENT HORIZONTAL AND DOWNWARD
o VERTICAL BENDS MARCH 2O10
JSB 07/30/21 SURVEYED:
JK
DESIGNED:
JSB
DRAWN:
JSB
CHECKED:
RCJ
BY DATE AP. R APPROVED:BDA
SCALE:
AS NOTED
EXTEND NEW TOP COURSE 1 FOOT
PAST TRENCH AND OVER EXISTING
BINDER I, I
I I
NEW TOP ASPHALT COURSE
NEW BINDER AND BASE ASPHALT COURSE
NEW SUBBASE COURSE SAW CUT EXISTING PAVEMENT (TYP.)
EXISTING TOP ASPHALT
ASPHALT
TACK COAT EXISTING
EDGES OF PAVEMENT
MINIMUM 2' WIDE OR 6" MIN. EITHER
SIDE OF UTILITY, WHICHEVER IS GREATER
CITY OF
RENTON
Planning/Building/Public Works Dept.
EXISTING SUBBASE
LIMIT OF TRENCH EXCAVATION
BACKFILL PER
EARTHWORK
SPECIFICATION
UTILITY CONDUIT
IF UNSTABLE MATERIAL IS ENCOUNTERED,
EXCAVATE TO OBTAIN ASTABLE BOTTOM
UTILITY TRENCH DETAIL
NTS
PVC ROOF OR CANOPY
DRAINS TO BUILDING (SIZE
VARIES)
SEE PLAN & PROFILE
SHEET FOR ACTUAL al
►7[�79��Ii'�J:
DISTANCE OF 45° TO TIE IN VARIES
WITH ELEVATION OF STORM MAIN
USE INSERTA TEE TO MAKE
CONNECTION TO MAIN
PRIVATE 8" STORM SEWER
CONTRACTOR TO ADJUST ANGLE
AS NECESSARY TO ACCOMMODATE
DOWNSPOUT LEADER FROM BUILDING.
CONTRACTOR TO MAINTAIN POSITIVE
ANGLE TO ENSURE PROPER DRAINAGE
IN MAIN LINE.
ROOT DRAIN CONNECTION TO STORM SEWER
SCALES: NOT TO SCALE
INSERTA TEE INSTALLATION INSTRUCTIONS
U.S PAT No. 4365829 CANADIAN PAT. No. 1171114
USE HOLE SAW CORE BITS FOR PVC, RIBBED AND POLYETHYLENE PIPE. USE DIAMOND CORE BITS FOR CONCRETE, CLAY, D.I.
AND FIBERGLASS PIPE.
TOOLS REQUIRED:
1. HAND HELD DRILL WITH HOLE SAWS RECOMMENDED FOR 4" 6" & 8" INSERTA TEEs. TIE DOWN CORING MACHINE
RECOMMEND FOR 10" & 12" INSERTA TEEs. AND ALL DIAMOND BITES.
2. BITS INSERTA TEE SIZE BITE (HOLE) DIAMETER
4" (100mm). . . . . . . . . . .4 1/2" (112.5mm)
6" (150mm). . . . . . . . . . .6 1/2" (162.5mm)
8" (200mm). . . . . . . . . . .8 3/4" (218.8mm)
10" (250mm). . . . . . . . . .10 7/8" (271.9mm)
12" (100mm). . . . . . . . . .12 7/8" (321.9mm)
3. 6 lb. (2.7kg) HAMMER AND 2" (50mm) x 4" (100mm) BOARD
4. 16 oz. BOTTLE OF INSERTA TEE SOLUTION SUPPLIED WITH ORDER.
INSERTA TEE INSTALLATION PROCEDURE
1. CORE THE PROPER SIZE HOLE. SEE BIT DIAMETERS LISTED ABOVE
2. INSERT THE RUBBER SLEEVE INTO THE CORE HOLE WITH THE GOLD VERTICAL LINE ON THE RUBBER SLEEVE FACING TO THE
SIDE OF THE MAINLINE. THE UPPER SEGMENT SHOULD BE ON TOP OF THE WALL OR RIB AND THE LOWER SEGMENT (PVC,
RIBBED, & POLYETHYLENE PIPE ONLY) SHOULD BE ON THE INSIDE OF THE PIPE.
3. APPLY THE INSERTA TEE SOLUTION SUPPLIED TO THE INSIDE OF THE RUBBER SLEEVE AND TO THE OUTSIDE OF THE PVC
HUB ADAPTER. CAUTION! DO NOT USE AN OIL BASED LUBRICANT!
4. PLACE THE PVC HUB ADAPTER INTO THE RUBBER SLEEVE. MAKE SURE THAT THE RED VERTICAL LINE ON THE PVC HUB
ADAPTER IS IN LINE WITH THE GOLD VERTICAL LINE ON THE RUBBER SLEEVE.
5. PLACE THE 2x4 BOARD ONTO THE TOP OF PVC HUB ADAPTER.
6. THE RED HORIZONTAL LINE AT THE TOP OF THE HUB ADAPTER IS A DEPTH MARK. THIS TELLS THE INSTALLER JUST HOW
FAR TO DRIVE THE ADAPTER INTO THE RUBBER SLEEVE. DRIVE THE PVC HUB ADAPTER INTO THE RUBBER SLEEVE TO WHERE
THE HORIZONTAL RED LINE ON THE PVC HUB ADAPTER MEETS THE TOP OF THE RUBBER SLEEVE.
7. PLACE THE STAINLESS BAND AROUND THE TOP OF THE RUBBER SLEEVE AND TIGHTEN DOWN.
8. INSTALL SIDE SERVICE PIPE IN NORMAL MANNER. 6
R-418508
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T-41850i
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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WALMART #2516
07/29/2021
FlEL°BOOK:BOOK
L PAGE
WALMART SUPERCENTER PICKUP EXPANSION
CONSTRUCTION DOCUMENTS
SITE DETAILS (SHEET 2)
DRAW
RAWINGC4• 1
SHEEP: OF: 8 17