HomeMy WebLinkAboutR-418508m
L0
00
f LLBCLT NUT
LOCATIONS
T SLOPE TOP
OF CONCRETE >7
AO� GROUND SURFACE
LL 3000P.S.I. P.C.
CONCRETE SASE I? FF
n1 AY
FRONTVIEW
Dozbi9n EnAMBpe
ADDITIONAL SPARK
PICKUP SIGN ON BACK
WHEN BLACK FACES
PUBLIC STREET.
ALIGNTOTOP.
U-BOLT
BOLT LOCATIONS
PER STANDARD
AS SPACER AS
FOR LEVEL SIGN
MOUNTING —
USE 4" SCH. 40
STEEL PIPE FILLED
AN CONCRETE AS
TOP ROUNDED AND
PAINTED TRAFFIC
YELLOW
"M SIGN HOSE CLAMP
SLOPE TOP
OF CONCRETE
3000 P.SI. P.C.
CONCRETE BASE
IN PAVEMENT
MOVE OUTFIELDER
FILLEDVOGEM
WITHMOPROUNDED
PUROLATOR
RMSEDGREARE
GOING
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 WIN
MANUFACTURER'S INSTRUCTIONS.
2. GALVANIZED SQUARE TUBE
POST TUBES -2-X2xJ 1298
POST TUBE GALVANIZED AS PER ASTM M53 GRADE
90.
ANCHOR TUBE-2-1/4T2-1Nk118' 12ga
HEAVY DUTY ANCHOR NBE SHALL MEET ASTM
A6W GRADEB.
STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP
ED
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"
rQ
DEEPWIIN3" MINA' MAX. EXPOSEDAHOVE FINISH
n
GRADE.
'W16-GR5
FLANGED BOLT
.a
SERRATED
FLASHATED T O
GROUND
SURFACE
SIDE
VIEW
PLAN VIEW PARTIAL ELEVATION
7 N"110WP
1, COVER[) BARNETT SHALL ME ARMED BUFFITTO
WAL—MART LIGHT BASE DETAIL
WIF
ucmulxwn��euuuy wruam
0
DENNIS, I
ME
I IV
AT
OF BEDONGHER�TS�
MARCH. WAT NI. AREA
PAYABLE e CLIMB
PURCHASE PRECHUST PATH MEN
INOMMAuncaulnxn Hu ISNo UM
7 WE BOTTOM OF THE PARENT DUTCH BASIN MY M
SLOPED TO FACLITATE CLEARING
3 THE RECTRUGGLALLAR FRAME AM GRAM WAKE I
INSTALLED WITH HAS FLANGE DOM THE FEARS BUY IS
CAST IWO THE ADJUSTMENT SECTION
4 KNOCKOUTS SHALL HAVE A WALL UNUMMONS Of 7
BETWEEN WE KNOCKOLT WALL AND THE OUTSIDE OF ME
PIPE AFTER THE PIK IS INSTALLED FILE ME BASE MEN
JOHNIT AFGHAN I" ACCORDANCE WITH STANDARD
5 All GRACE RINGS RISKS ME COATINGS BEFUL BE SIM
6 MEN CONNECTED TO A NEW PIPE WE A FLEXIBLE
CONNECTOR (KORMHAVE. PAT MEN CzFWJKWllm PIPE
ANAPPIER ON APPRENERED CHURCH MEN (COMPOSED OR
AN EXISTING POPE ME A EMERGED REAND COLLASS OF
LEE DIANE MATERIAL AS TEE MAXIMUM PIPE
7 AGREES SHALL. SE MIKE AND �ED PER
MANUFACTURESTS MINISTERS
TAKING UNTIL MAKE IS FLUOR WITH PAVEMENT M
DETERMINED WITH A STRUNGREFT EDGE OF MEADOW
9 BUT MORTACH JOINTS SHALL BE TRAINED RUM AND
RUBBER VISIBLE UPON COMPLETION
MMNUM
BIG
4,
OF
SEE
IF
MY
UP
BY
UP
IF
ANY
AT
BE
w
ar,
WE
ir
PAY
IV
PIPE �MM�
PIPE "MI MEN! UMMUM INSIDE SUMMER
BE
SEE
C,
BOY
SKY
M.
ME
For
AS
WE
BE
4:7
MY
Ar
AV
AV
W
Ar
ARE
ANY
Mw
w
BE
WE
AN,
ar
HER
IW
IT
ME
WE
AM
4AM
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�e�m�pn (am SPEC BUNNE
Wz3iDS
WEAK
EweclTlanonozns
TOY
'
' P.O.CONE.PREXPROLL
TSUREEDax
EMADMID SUFFRAGE NEW
(FAMPACTIMMUMMACEEPERWALEVM
STANDARD DUTY
ASPHALT PAVING
PAVING DETAILS
ETA
PTICAVING Are
OWHY
0 C
MWIQ
®®v�®®pve
pvvpvppppOppvp
ppper �®p®
®Q®®�®pp®pppp0
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ppvvv v®vvvv®vv
vvv pv
ItOMETMC
L� N. T eSttloXa
3[4TI0M• xortxRUM 1 BOLT DOM CAPABILITY IS SECURED ON ALL FRICAMED
LIEU XTHE RRUM, I PAT
WWI" NNW M RUM INTE
PUBLIC WORKS ID DESIGN
B
NOTE PROVIDE VX EKSIDEANSIM
JOINT
x
B
PLAN VIEW
inRisiuwioloonl *.j
SEESTEPLAN
ud•TIANEES REGARDED EXPRESSES JOINT SPACER@ 35
a.c. MAE
o v AT.
fu:r lo[w~.
A AIL
mP1
j
SV Imo.EMBOSSMENTS
Irreld vz•x
1GH
mPl
mPl�
d'�rP� MEMBRANE
WHEREHAD REWIxCATERER
mTl
�EINFOA¢MNT
NEW
SECTION A -A
WAY MAX 09
ME ME
MR)
SECTION B-B
FEACH
IN WLdx Wldwwr
AGREED. PICKUP
CONCRETE
SIDEWALKETA
El
uXNG
,unM
A A
SEE SITE PLAN FOR
ITIME OF
SAFE
C- AHEAD)��
DIRECTIONAL PAVEMENT MARKINGS
NOTE
SECTION 02765 PAVEMENT AMONG
RUST MET M�D AREA IN SOMME
XOTEX'
V�,o�
axJ PF SUED a.MANUFACTURER B2 ALTERNATIVE SENTENCING Ea,m xA
.Ci111X1t aa,GxaIN
wTo x1 wxma GxaX.AGE .o
INAPPROPRIATE
PUN:w.0 mN
DEPARTMENT RECTANGULAR SOLID METAL COVER GAZ 9/za/zoLB :45 AS
FINE SET M (EMHART PEAND UP SHEET
11
MANY ORDER N~
NOTEAREA � To HAS
S
wI USABLE! AND VAR OF SECURE RUM PIK JAMES THAN 12MIAMECTUR AND FOR DEPT FRANCS
2, ALL SLOCKING WALL BE �D IN PLACE CHOSE UNNS%�D DAVIS GROUND,
3ALL BOUNCE MUTANT BLOCKS SHALL BE MCKFII AFFECT FAR I DAY PREFUSURE LETTERS
M
5. BLOCKING MAUNST FITMAR SHALL MGM FORMAL FEE �EA�T DRUM SUFFICAUSE AREA
POSSIBLE BOY SUALL NOT COVER OR INCOME BELL ENDES WINE RED M BOARDS
REASONABLE ACCESS TO COLTS AM BOARDS SHALL AN BROOKS,
G
ARROWS BE
PAINTED P126 TYPE10 M
11-1/4' BEND 24-1 /4• BEND 45' BEND
CAP
TEE 90' BEND
a
VM
w.m
mr '®
. `� �N�.� �.LL �"��E�a.REACTED ,IEXTERNAL aaPPxEu� amm
m
PUBLIC WORKS CONCRETE BLOCKING FOR M. PIAN - 998.8
DEPARTMENT HORIZONTAL AND DOWNWARD
VERTICAL BENDS MARCH 2O10
rt[1 AVE xorzsl FEE HORIZONTAL FAR Roww,w rF.encu szxRs
xa �h' ARGUE WIDE xz �h' ezmi,P 1a xi i/r
uw. cvm ,m wAme�ux MAX rlux ,Y�u
MAX OUGHT wz*sR anA(Trl - Rs nPoucm rc rnExw
ax UTl- �� •,✓gn
oX em XT1
O
UTILITY TRENCH DETAIL
OF 40' i0 TE IN VARIES
W11H EIfVATION OF STOPoA MAN
PJC ROOF OR CANOPY
Draxs To WLuxc (SEE
DISTANCE
T
USE INSERTA TEE i0 MAHE
S VARIES CONNECTON TO MAIN
PFNAR 8' STORM SEWER
SEE PLAN X PROBIE
SHEET FOR ACNAL
SLOPE OF PIPE
coNTRAcroR TO Aausr ANGLE
AS NECESSARY i0 ACCOMMODATE
OOwxWOUT LUDER TPOu BUILDING.
CONTRACTOR i0 MARTIN POSNIVE
ONGI£ i0 ENSURE PROPER DRUN^A¢
IN MAN ONE
ROOF DRAIN CONNECTION TO STORM SEWER
INSERTA TEE INSTALLATION INSTRUCTIONS
LLS PAT No. U65029 CONOIAN PAT. No. II71114
USE HOl£ SAW CORE DICE MR PVC, PoWET AND POLYETHYLENE PIPE. USE OMIOTO CORE BITS FOR CONCRETE, GUY, R.I.
AND FIBERGLASS PIPE.
T10LS REWIRED:
1. HX10 HELD DRILL WITH HOLE SOWS RECOMMENDED FOR 4' 6' & B' INSERTA iEEz. TIE GOWN CORING MACHINE
RECOMMEND FOR 10' h 12' INSERTA TFEa. AND ALL OIAIICNO RrtES.
2. BffS INSERTA ME SIZE DIII (HOLE) OVMEIER
4' Ooommi... _ ..... < 1/2' (u2smm)
8' (ISOmm)...........6 1/Y (1625mm)
0' (200mm)........... 0 3/4' (210.8mm)
10' (250mm)........ ..10 7/0' (R]L9mm)
12' (100mm) .......... 4 7/0' (J31.9mm)
B. 8 Ib. (RJk9) HAMMER AND 2' (BO,nn) X 4' (IWmm) BARD
4. 16 oz. BOTH£ a INSERTA 4£ SOLMON SUPPLIED WIN ORDER.
INSERTA TEE INSTALLATION PROCEDURE
1. CORE THE PROPER SItE H01£. SEE BR OWIE2R0 USTfD ABOVE
2. INGERf ME RUBBER GI£EVE INTO THE CORE H01£ WITH THE GOLD VTJ2TG4 TINE ON ME RUBBER SUfl2 FANG i0 THE
SIDE OF ME MAIxUNE. THE UPPER SEGMENT SHOULD BE ON TOP OF ME WALL OR RIB AND ME LOWER SEGMENT (PVC,
RIBBED, & PoLIERM£NE PIPE ONLY) SHOULD BE ON THE INSIDE a ME PIPE.
3, APPLE THE INSERTA TEE SOLUTION SUPPLIED i0 THE INSIDE OF TIE RUBBER SLEEVE ONO i0 THE OURIDE OF THE PRO
HUB ADMIER, LXTgN! DO NOi USE ON OIL BASED LUatICNT!
d. PLACE ME PJC HUB PNPffR INTO ME RUBBER SLEEVE. MAKE SURE rIW THE RED VERTICAL USE W ME PVC' HUB
ADAPTER 5 IN ONE WON THE GOLD VERTICAL ONE ON THE RUBBER SIEVE.
5, PUGS ME ZXd BOARD ONSET TIE TOP OF END HUB ADAPTER,
6. THE RED HORIZONTAL LINE AT THE TOP OF THE HUB ANPTfR IS A DEBTS NARK. THIS TELLS TIE INSTALLER JUST HOW
FM i0 DINE THE ADATTER INTO THE RUBBER SLEEVE ORNE TIE PAC HUB AAEPIER INTO THE RUBBER SLEEVE i0 WHERE
TIE HORIZONTAL FfD ONE ON THE PVC HUB ADAPTER MEETS THE TOP OF THE BURGER SLEEVE.
]. PUGS TIE STAINLESS SEND AROUND THE LOP OF THE RUBBER SLEEVE AND TIGHTEN WM11.
6, INBWL SIDE SfRAGf PIPE IN NORMAL NAHNER,
R-418508
T-41850�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Scott Warlick 8/30/2021
BOA
§ xxlTw.eTxmx Pxw:XauXmrxfcwlmN Wt/�sruN:Du0 rJK`"',9,�+,„,;a,,,WALMART#2516 D%
vutucwDRNsAS NOTEDCITY OF
DEPARTMENTCATCH BASINTYPE2GAZ9/ZB/ZO18:45 NisDWALMART SUPERCENTER PICKUP EXPANSION""JSBRENTONCONSTRUCTION DOCUMENTSM.RCJPlonning/Building/Public World Dept. SITE DETAILS (SHEET 2)
N0. REVISION BY DATE APPR
�
ARROWS BE
PAINTED P126 TYPE10 M
11-1/4' BEND 24-1 /4• BEND 45' BEND
CAP
TEE 90' BEND
a
VM
w.m
mr '®
. `� �N�.� �.LL �"��E�a.REACTED ,IEXTERNAL aaPPxEu� amm
m
PUBLIC WORKS CONCRETE BLOCKING FOR M. PIAN - 998.8
DEPARTMENT HORIZONTAL AND DOWNWARD
VERTICAL BENDS MARCH 2O10
rt[1 AVE xorzsl FEE HORIZONTAL FAR Roww,w rF.encu szxRs
xa �h' ARGUE WIDE xz �h' ezmi,P 1a xi i/r
uw. cvm ,m wAme�ux MAX rlux ,Y�u
MAX OUGHT wz*sR anA(Trl - Rs nPoucm rc rnExw
ax UTl- �� •,✓gn
oX em XT1
O
UTILITY TRENCH DETAIL
OF 40' i0 TE IN VARIES
W11H EIfVATION OF STOPoA MAN
PJC ROOF OR CANOPY
Draxs To WLuxc (SEE
DISTANCE
T
USE INSERTA TEE i0 MAHE
S VARIES CONNECTON TO MAIN
PFNAR 8' STORM SEWER
SEE PLAN X PROBIE
SHEET FOR ACNAL
SLOPE OF PIPE
coNTRAcroR TO Aausr ANGLE
AS NECESSARY i0 ACCOMMODATE
OOwxWOUT LUDER TPOu BUILDING.
CONTRACTOR i0 MARTIN POSNIVE
ONGI£ i0 ENSURE PROPER DRUN^A¢
IN MAN ONE
ROOF DRAIN CONNECTION TO STORM SEWER
INSERTA TEE INSTALLATION INSTRUCTIONS
LLS PAT No. U65029 CONOIAN PAT. No. II71114
USE HOl£ SAW CORE DICE MR PVC, PoWET AND POLYETHYLENE PIPE. USE OMIOTO CORE BITS FOR CONCRETE, GUY, R.I.
AND FIBERGLASS PIPE.
T10LS REWIRED:
1. HX10 HELD DRILL WITH HOLE SOWS RECOMMENDED FOR 4' 6' & B' INSERTA iEEz. TIE GOWN CORING MACHINE
RECOMMEND FOR 10' h 12' INSERTA TFEa. AND ALL OIAIICNO RrtES.
2. BffS INSERTA ME SIZE DIII (HOLE) OVMEIER
4' Ooommi... _ ..... < 1/2' (u2smm)
8' (ISOmm)...........6 1/Y (1625mm)
0' (200mm)........... 0 3/4' (210.8mm)
10' (250mm)........ ..10 7/0' (R]L9mm)
12' (100mm) .......... 4 7/0' (J31.9mm)
B. 8 Ib. (RJk9) HAMMER AND 2' (BO,nn) X 4' (IWmm) BARD
4. 16 oz. BOTH£ a INSERTA 4£ SOLMON SUPPLIED WIN ORDER.
INSERTA TEE INSTALLATION PROCEDURE
1. CORE THE PROPER SItE H01£. SEE BR OWIE2R0 USTfD ABOVE
2. INGERf ME RUBBER GI£EVE INTO THE CORE H01£ WITH THE GOLD VTJ2TG4 TINE ON ME RUBBER SUfl2 FANG i0 THE
SIDE OF ME MAIxUNE. THE UPPER SEGMENT SHOULD BE ON TOP OF ME WALL OR RIB AND ME LOWER SEGMENT (PVC,
RIBBED, & PoLIERM£NE PIPE ONLY) SHOULD BE ON THE INSIDE a ME PIPE.
3, APPLE THE INSERTA TEE SOLUTION SUPPLIED i0 THE INSIDE OF TIE RUBBER SLEEVE ONO i0 THE OURIDE OF THE PRO
HUB ADMIER, LXTgN! DO NOi USE ON OIL BASED LUatICNT!
d. PLACE ME PJC HUB PNPffR INTO ME RUBBER SLEEVE. MAKE SURE rIW THE RED VERTICAL USE W ME PVC' HUB
ADAPTER 5 IN ONE WON THE GOLD VERTICAL ONE ON THE RUBBER SIEVE.
5, PUGS ME ZXd BOARD ONSET TIE TOP OF END HUB ADAPTER,
6. THE RED HORIZONTAL LINE AT THE TOP OF THE HUB ANPTfR IS A DEBTS NARK. THIS TELLS TIE INSTALLER JUST HOW
FM i0 DINE THE ADATTER INTO THE RUBBER SLEEVE ORNE TIE PAC HUB AAEPIER INTO THE RUBBER SLEEVE i0 WHERE
TIE HORIZONTAL FfD ONE ON THE PVC HUB ADAPTER MEETS THE TOP OF THE BURGER SLEEVE.
]. PUGS TIE STAINLESS SEND AROUND THE LOP OF THE RUBBER SLEEVE AND TIGHTEN WM11.
6, INBWL SIDE SfRAGf PIPE IN NORMAL NAHNER,
R-418508
T-41850�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Scott Warlick 8/30/2021
BOA
§ xxlTw.eTxmx Pxw:XauXmrxfcwlmN Wt/�sruN:Du0 rJK`"',9,�+,„,;a,,,WALMART#2516 D%
vutucwDRNsAS NOTEDCITY OF
DEPARTMENTCATCH BASINTYPE2GAZ9/ZB/ZO18:45 NisDWALMART SUPERCENTER PICKUP EXPANSION""JSBRENTONCONSTRUCTION DOCUMENTSM.RCJPlonning/Building/Public World Dept. SITE DETAILS (SHEET 2)
N0. REVISION BY DATE APPR
�
oX em XT1
O
UTILITY TRENCH DETAIL
OF 40' i0 TE IN VARIES
W11H EIfVATION OF STOPoA MAN
PJC ROOF OR CANOPY
Draxs To WLuxc (SEE
DISTANCE
T
USE INSERTA TEE i0 MAHE
S VARIES CONNECTON TO MAIN
PFNAR 8' STORM SEWER
SEE PLAN X PROBIE
SHEET FOR ACNAL
SLOPE OF PIPE
coNTRAcroR TO Aausr ANGLE
AS NECESSARY i0 ACCOMMODATE
OOwxWOUT LUDER TPOu BUILDING.
CONTRACTOR i0 MARTIN POSNIVE
ONGI£ i0 ENSURE PROPER DRUN^A¢
IN MAN ONE
ROOF DRAIN CONNECTION TO STORM SEWER
INSERTA TEE INSTALLATION INSTRUCTIONS
LLS PAT No. U65029 CONOIAN PAT. No. II71114
USE HOl£ SAW CORE DICE MR PVC, PoWET AND POLYETHYLENE PIPE. USE OMIOTO CORE BITS FOR CONCRETE, GUY, R.I.
AND FIBERGLASS PIPE.
T10LS REWIRED:
1. HX10 HELD DRILL WITH HOLE SOWS RECOMMENDED FOR 4' 6' & B' INSERTA iEEz. TIE GOWN CORING MACHINE
RECOMMEND FOR 10' h 12' INSERTA TFEa. AND ALL OIAIICNO RrtES.
2. BffS INSERTA ME SIZE DIII (HOLE) OVMEIER
4' Ooommi... _ ..... < 1/2' (u2smm)
8' (ISOmm)...........6 1/Y (1625mm)
0' (200mm)........... 0 3/4' (210.8mm)
10' (250mm)........ ..10 7/0' (R]L9mm)
12' (100mm) .......... 4 7/0' (J31.9mm)
B. 8 Ib. (RJk9) HAMMER AND 2' (BO,nn) X 4' (IWmm) BARD
4. 16 oz. BOTH£ a INSERTA 4£ SOLMON SUPPLIED WIN ORDER.
INSERTA TEE INSTALLATION PROCEDURE
1. CORE THE PROPER SItE H01£. SEE BR OWIE2R0 USTfD ABOVE
2. INGERf ME RUBBER GI£EVE INTO THE CORE H01£ WITH THE GOLD VTJ2TG4 TINE ON ME RUBBER SUfl2 FANG i0 THE
SIDE OF ME MAIxUNE. THE UPPER SEGMENT SHOULD BE ON TOP OF ME WALL OR RIB AND ME LOWER SEGMENT (PVC,
RIBBED, & PoLIERM£NE PIPE ONLY) SHOULD BE ON THE INSIDE a ME PIPE.
3, APPLE THE INSERTA TEE SOLUTION SUPPLIED i0 THE INSIDE OF TIE RUBBER SLEEVE ONO i0 THE OURIDE OF THE PRO
HUB ADMIER, LXTgN! DO NOi USE ON OIL BASED LUatICNT!
d. PLACE ME PJC HUB PNPffR INTO ME RUBBER SLEEVE. MAKE SURE rIW THE RED VERTICAL USE W ME PVC' HUB
ADAPTER 5 IN ONE WON THE GOLD VERTICAL ONE ON THE RUBBER SIEVE.
5, PUGS ME ZXd BOARD ONSET TIE TOP OF END HUB ADAPTER,
6. THE RED HORIZONTAL LINE AT THE TOP OF THE HUB ANPTfR IS A DEBTS NARK. THIS TELLS TIE INSTALLER JUST HOW
FM i0 DINE THE ADATTER INTO THE RUBBER SLEEVE ORNE TIE PAC HUB AAEPIER INTO THE RUBBER SLEEVE i0 WHERE
TIE HORIZONTAL FfD ONE ON THE PVC HUB ADAPTER MEETS THE TOP OF THE BURGER SLEEVE.
]. PUGS TIE STAINLESS SEND AROUND THE LOP OF THE RUBBER SLEEVE AND TIGHTEN WM11.
6, INBWL SIDE SfRAGf PIPE IN NORMAL NAHNER,
R-418508
T-41850�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Scott Warlick 8/30/2021
BOA
§ xxlTw.eTxmx Pxw:XauXmrxfcwlmN Wt/�sruN:Du0 rJK`"',9,�+,„,;a,,,WALMART#2516 D%
vutucwDRNsAS NOTEDCITY OF
DEPARTMENTCATCH BASINTYPE2GAZ9/ZB/ZO18:45 NisDWALMART SUPERCENTER PICKUP EXPANSION""JSBRENTONCONSTRUCTION DOCUMENTSM.RCJPlonning/Building/Public World Dept. SITE DETAILS (SHEET 2)
N0. REVISION BY DATE APPR
�
INSERTA TEE INSTALLATION INSTRUCTIONS
LLS PAT No. U65029 CONOIAN PAT. No. II71114
USE HOl£ SAW CORE DICE MR PVC, PoWET AND POLYETHYLENE PIPE. USE OMIOTO CORE BITS FOR CONCRETE, GUY, R.I.
AND FIBERGLASS PIPE.
T10LS REWIRED:
1. HX10 HELD DRILL WITH HOLE SOWS RECOMMENDED FOR 4' 6' & B' INSERTA iEEz. TIE GOWN CORING MACHINE
RECOMMEND FOR 10' h 12' INSERTA TFEa. AND ALL OIAIICNO RrtES.
2. BffS INSERTA ME SIZE DIII (HOLE) OVMEIER
4' Ooommi... _ ..... < 1/2' (u2smm)
8' (ISOmm)...........6 1/Y (1625mm)
0' (200mm)........... 0 3/4' (210.8mm)
10' (250mm)........ ..10 7/0' (R]L9mm)
12' (100mm) .......... 4 7/0' (J31.9mm)
B. 8 Ib. (RJk9) HAMMER AND 2' (BO,nn) X 4' (IWmm) BARD
4. 16 oz. BOTH£ a INSERTA 4£ SOLMON SUPPLIED WIN ORDER.
INSERTA TEE INSTALLATION PROCEDURE
1. CORE THE PROPER SItE H01£. SEE BR OWIE2R0 USTfD ABOVE
2. INGERf ME RUBBER GI£EVE INTO THE CORE H01£ WITH THE GOLD VTJ2TG4 TINE ON ME RUBBER SUfl2 FANG i0 THE
SIDE OF ME MAIxUNE. THE UPPER SEGMENT SHOULD BE ON TOP OF ME WALL OR RIB AND ME LOWER SEGMENT (PVC,
RIBBED, & PoLIERM£NE PIPE ONLY) SHOULD BE ON THE INSIDE a ME PIPE.
3, APPLE THE INSERTA TEE SOLUTION SUPPLIED i0 THE INSIDE OF TIE RUBBER SLEEVE ONO i0 THE OURIDE OF THE PRO
HUB ADMIER, LXTgN! DO NOi USE ON OIL BASED LUatICNT!
d. PLACE ME PJC HUB PNPffR INTO ME RUBBER SLEEVE. MAKE SURE rIW THE RED VERTICAL USE W ME PVC' HUB
ADAPTER 5 IN ONE WON THE GOLD VERTICAL ONE ON THE RUBBER SIEVE.
5, PUGS ME ZXd BOARD ONSET TIE TOP OF END HUB ADAPTER,
6. THE RED HORIZONTAL LINE AT THE TOP OF THE HUB ANPTfR IS A DEBTS NARK. THIS TELLS TIE INSTALLER JUST HOW
FM i0 DINE THE ADATTER INTO THE RUBBER SLEEVE ORNE TIE PAC HUB AAEPIER INTO THE RUBBER SLEEVE i0 WHERE
TIE HORIZONTAL FfD ONE ON THE PVC HUB ADAPTER MEETS THE TOP OF THE BURGER SLEEVE.
]. PUGS TIE STAINLESS SEND AROUND THE LOP OF THE RUBBER SLEEVE AND TIGHTEN WM11.
6, INBWL SIDE SfRAGf PIPE IN NORMAL NAHNER,
R-418508
T-41850�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Scott Warlick 8/30/2021
BOA
§ xxlTw.eTxmx Pxw:XauXmrxfcwlmN Wt/�sruN:Du0 rJK`"',9,�+,„,;a,,,WALMART#2516 D%
vutucwDRNsAS NOTEDCITY OF
DEPARTMENTCATCH BASINTYPE2GAZ9/ZB/ZO18:45 NisDWALMART SUPERCENTER PICKUP EXPANSION""JSBRENTONCONSTRUCTION DOCUMENTSM.RCJPlonning/Building/Public World Dept. SITE DETAILS (SHEET 2)
N0. REVISION BY DATE APPR
�