HomeMy WebLinkAboutW-388310E%ISTING VATER LINE
PLAN VIEW
TESTING DETAL
18 FT
O NEW VATER LINE
VERTICAL CROSS(NJKFL) FOR POLYPIGGING
ONE BLIND FLANGE Ohl TOP WITH 2-TAP b 2-PLUG
ONE BLIND FLANGE ON BOTTOM
ONE N-0 PLUG WITH 2' TO b 2TEMPORARY BLOW -OFF
TEMPORARY BLOCK
CUT -IN (BY CITY FORCES)
TEE ATE V) V/ CG`L BLOCK
3- HATE VALVES (NJ)
2- MUG
SLEEVES MA OR RO-MAC COWLINGS
1- PLUG (CK V/2'TAP b TEMP, BLOW -OFF
TEMP. BLOCK
EXISTING WATER LINE
EXISTING WATER LINE
FINAL CONNECTION DETAIL
AFTER ALL TESTING. CLEANING BY POLYPIG. AND DISINFECTION.
REMOVE TEMP. BLOCK b BLOW -OF b CONNECT
WITH SLEEVE (NJ, L U.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
EXISTING VATER LINE
PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.4
4 :{ DEPARTMENT CUT IN -LINE TEE & THREE VALVES
MARCH 2O10
Renton Std Dtl 300.4 I
Water Meter Connection
FIRE HYDRANT SMALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALUON: M & H 929. MUELLER
SUPER CENTURION 2DO, AND WATEROUS PACER WITH 6' MECHANICAL
JOINT INLET WTH LUGS. 5-1/4- MAIN VALVE OPENING. TWO 2-1/2'
HOSE CONNECTIONS NATIONAL STANDARD THREADS, 4•' PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875' SEATTLE THREAD X 5' STORZ. ATTACHED WITH 1/a. STAINLESS
STEEL CABLE. 1-1/4• PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No. 5780-563 DIM ACRYLIC GLOSS. SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REWIRED.
MIN. IS- TO 20" BEHIND BACK OF
CURB OR 12' BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
{.875 x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG
5•%5'%6' THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD B" TOP SECTION WITH REGULAR BASE
EXPANSION JOINT AT SECTION LENGTH TO FIT. VALVE NUT EXTENSION
2•� ® BACK OF SIDEWALK AS REQUIRED.
CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE N-A
,_CONCRETE
PLANTING STRIP J� STIMSONITE TWO-WAY BLUE REFLECTIVE
36' MIN
COVER CONCRETE BLOCKING
O
CONCRETE
THRUST BLOCK . - •P5 MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
„5
6" GATE VALVE (FL X MI) AWIVA C-509, RESILIENT SEAT
6CEMENT DUCTILE IRON PIPE. CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4' CDR -TEN STEEL TIE RODS.
16' x ' x " 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
84MINIMUM
CONCRETE BEARING ,' ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
LEVEL ALL GROUND MIN 3' RADIUS
MIN 3• RADIUS
I ONE MAN ROCK
r 6' CONCRETE PAD r L 6" CONCRETE PAD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
4 4 DEPARTMENT MARCH 2O10
Renton Std Dtl 310.1
Fire Hydrant Assembly
i
PROPERTY LINE
3'-O'
_
NTURE
fi" BUILDING SEWER PIPE
1
BUIIDINC SEWER
\2
\
`TEE
3
It 6' STUD MARKING POST PAINTED
6'%8"X6" WYE
WITH 8" SOE OUTLET
SURFACE CLEANOUT WITH WHITE WITH THE WORD "SEWER' STENCILED
CAST IRON RING &COVER (WRAPPED AROUND THE STUDURND WIRE
(EAST WORKS EXTENDED TO THE TOP OF THE STUD.
CTNO. 0IRON
OR
PRODUAPPROVED EQUAL, SPECIFY
SEWER" ON OD)'
6�OE SEWER BUILDING AND BUILDING SEAR
(SEE SID. PUN 403.1 FOR
INSTALLATION ONLY)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING ROD COUPLINGS.
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE -DRILLED.
60' ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRI
3000 PSI MIX py
CONCRETE
BLOCKING
�! 15
kVN
SLOPE
6' SIDE OUTLET TEE
SEWER
6" MIN, MAIN
SEWERMAIN
CONCRETE BLOCKING ANGLE
F EE MAIN TW N
NO 45' TYPICAL SIDE SEINER
UNES LE USS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHAL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
-"&,,.
11-1/4' BEND 22-1/2' BEND 45' BEND
-EAn IV
CAP
TEE �IBEND
S
\I
t1
)
! `4
RUai BLOGK O ME=
IFACE OF
a�dJO&rtEO ME RED
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER MAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY ME ENGINEER.
2. ALL 8LOCIONG SHALL BE POURED IN PUCE AGNNST UNOISTURBED NATIvE GRWND-
3. ALL POURED THRUST BLOCKS SMALL BE BACKFALED AFTER MIN, I DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRDhFN.
4. ALL BLOIXING SHALL BE CONCRETE CL 5 (1-tyY)-
5. BLOCKING AGAINST FITTINGS SMALL BEAR AGAINST ME GREATEST FITTING SURFACE AREA
PGSSBLE. BUT SHALL Not COVER OR ENCLOSE BELL ENDS. "NT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
PUBLIC WORKS CONCRETE BLOCKING FOR STD. PLAN - 330.2
4®{ DEPARTMENT HORIZONTAL AND DOWNWARD -
VERTICAL BENDS MARCH 2O10
MRUST BLOCK BEARING AREA W SQUARE FEET (SEE NOTES) FOR HORIZONTAL
SANG
CpWACT SAND k GRAVEL
AND DOWNWARD VERTICAL BOLUS
Sol.
FlRsf SILT OR
COMPACT
Renton Std Dtl 330.2
Concrete Blocking For Bends
NISHED GRADE ELEVATION
3 FT MIN. COVER (TO -INCH DIAMETER AND l/NDER)
4 FT MIN. COVER (12-INCH DIAMETER AND OVER)
NEW WATER MAIN POLYPIG
VERTICAL CROSS FOR POLYPIGGING STATION:
TEMPORARY 2" GALVANIZED PIPE
AND 2' GATE VALVE
FI
INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
512E OF VERTICAL CR055 SHALL BE THE SAME A5 SUE OF MAIN TINE
VEFDCAL CRESS
(MJ % FL)
ONE BUNG FLANGE ON TOP OF CROSS WITH 2' TO & 2' TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFT ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG)
ONE BLINp FLANGE ON BOTiOJ OF CROSS
ONE PLUG (W) ON ENO OF CROSS
CONCRETE BLOCKING
NL DEBRIS AND PoLYPIGS SMALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER WIN
PUBLIC WORKS � POLY PIG STATION FOR CLEANING OF `9N � N DEPARTMENT WATER MAINS MARCH 2O10
Renton Std Dtl 330.3
Concrete Blocking For Fittings
ALL 90' TURNS SMALL BE ACCOMPLISHED
BY MEANS OF A WYE MM CLEANWT AND
45' BEND. TWO 45' BENDS SHALL NOT BE
4" BEND AS REWIRED (NO MORE
ACCEPTABLE. (SEE NOTE 11)
MAN 45' BEND). EVERY 2N0 4" f1EANWi WYE MM
CHANGE IN DIRECTION ON GRADE 46' BEND AND PLVG-
WILL REQUIRE A SURFACE I (SEE NOTE 11)
CLEANWT WYE. (SEE NOTE 11)
�
HOUSE
p�5
SI
HOUSE
gl
MOOSE
g
WWSE
i4C
3-D"
MIN_
SURFACE CIEANWT
4•• SURFACE a
{" SEINER PIPE
(TYPICAL)
6"x 8"x8" WYE
(SEE S1p PLAN - apT)
IXEANOUT
+ - WYE
I4„
4" ZEST TEE WM
rPLUG
4" SEWER PIPE, SEE NOTES 2
AND 3, MINMUM LANE 512E FOR
WYE WIN
FACE UP
DINER MAN SINGLE FAMILY 15 6"
PROPERTY LANE L CLEANWT
(TYPICAL)
LANE
]' MIN. 1e '0
1e
8"x 4" REDUCER u
-PROPERTY
jfi E'
('TYPICAL) c
MAN SEVER LANE
NOTES:
_
c
If ME BUILDING SEWER SERVES ANY FIXTURE HAVING
1. Prbr to Inaldldtion of o awllpry sewer tmnwtlon, o aide -sew«
a
ROW LEVEL RWS LOCATED BELOW THE ELEVATION
OF THE NEXT UPSTREAM MANHOLE COVER OF THE
PUBLIC SEWER SYSTEM, A BACKROW PREVENTION
permit moat be WrMased I- the City of Renton Public WOM1e
DepwMmt.
OENCE SUCH AS CLEAR CHECK EXTENDABLE
BACKWATER VALVE W APPROVED EQUAL SHALL BE
INSTALLED.
2. Typaa of pTe and Rtinga fool ten IN, ueM Ili, wnllmy rowers
Mdl be approved by the Department of PuDlk Wwva MDb« w
m
necprene 9pak<la 11 apeciflM DY Ins mono/acturw. Mdl be
(,
4" FLEXIBLE COUPLING (FERNCO OR EQUAL)
used m 1oMta .
�
j9
SURFACE ttEANOUT
3. A mn'vnum grade IT 2% (1/4" Pw fwl) must he maMlaed
c'. . •. WYE
with 4• pip.. m it. . ant a zX Vol. a rrot D. mpbmb.a, IN.
x moat algn a City of IT -grade relsaae tam vne tow
4' PIPING
can Inatdl 8' Dq)e of a gage IT 1X.
BUILDING DRAIN FOR
4. Far kspectiy al WHe sewer, call 21 nwre n a0wnca The
LOW ELEVATION HOUSE
Nspwtlw pnme numbw la on the aWa awx Dermlt Slte
mast be reaar 1w inweD6on one 1aprsaenla6w w «Is wow
N,apecty1 m apt wvomlea mn<. sloe sew wa ales Mall
be tsetse p« City ape<igca[bna, Make the cwnwNw at the
MAIN TO PROPERTY LINE 5'-B' 5'-0'•
house. Oo not hockfla the tlitcM1 ontl Opprorol k given by the
PROPERTY LINE FROM ME HOUSE BUILDING DRAIN
ngDwlor. Foal opprorol wW be granted Oltx the exiallnq aeptk
SIDE SEWER
BUILDING SEWED
3'-0"YIN.
7_6"
tank nog Dean Dumpw at one Nletl with gene.
er ova. over '
5. Instal vas sew wim 2' minimum c 18" c N allowed
p[ ma naW se If wtlet is andlov.
�A
wn
6. I/ abe stub is not arolable. Theo x Mall De
regponalDle Iw it, kaldldlion ps alandmd tlraalnq 406.1. All
wimp glt-or-war Mal be acne by p Raengee mta
ngno-pccm.
.�
Dpnaea cpn.eet
c4 c Q•�
�m� nq A�o„r �
T. al work Mall accwn ba pivhad in ccartlan<v owith W'aa Ins ninglw
�� $
A�
11-hidSalelY and Hedlh Alt.(MSHA)
B. All o-wcn ..atmptkn II, :M. aawen b the PuDfrc ngnt-pt-ropy
Mdl canlwm he the mat current Irencn rwmrolbn
m
rpulremenle os n the Renlw Stondwtl Drawngg.
9. AR Dup4Mq Sawa and side aewen MdI Haw Dedalnq In
accordenca wim alandard roving d405.
A�
lo. row Mal be p min mom to rat nwiawla aeParotill between
wnitary sloe gewwe ana water gwvicss ana a mNlmam s Tool
nwizontd awwtkn between gennpry gigs xweng ana WL otnx
ulllltbc
n. me demwt It the Riytl-of-ropy anon be matdlea -
CALL FOR LOCATIONS BEFORE YOU DIG
stmame elan 407. Ins dwnaut al me Du-9 MINI be
48HR LOCATORS 1-800-424-5555
Inatalee m wnace 9rme. All omen dem,pata Mau be n.mnea
to wimn 12- of the wAace.
PUBLIC WORKS
e®e
TYPICAL BUILDING SEWER
FROM PROPERTY LINE TO
STD. PLAN - 408.2
DEPARTMENT
BUILDING CONNECTION
AUGUST 2013
7
Renton Std Dtl 300.6
Poly Pig Station
r yvAT
PPMc PPNp
1-1/2" AND 2" WATER SERVICE DETAIL w
� N UNIMPROVED �
CAUTION: VALVE BOX SHOULD NOT REST ON TO 11 1 RIGHT-Q-WAY INSTALL METER rc
PIPE. LATER COMPACTION IN AREA Of VAIIE BOX 80% AT PROPERTY LINE WITH
COULD CAUSE IRE BREAKAGE OF ME SERVICE. 2" LONG COPPER TAILPIECE g
;• 2 YA%.
5 4 � � IFAVE EfIP(IYD awl 9,$ 12'
SEE O' REIRVICE "MR LOCATED IN SETWEEW
F
III-
... "'
V `BASE�TO SUPPORT
A - A
VAULT.
DRILL Y DIA. XOIE FOR
1WCHPEAD DEVICE
WICK -JOINT
CWPUNC a MAT CASs IRON OR DUCTILE IRON WATERMAIN
T-,/T' MIN. FROM NEAREST
NOW:
AND FRONT EDGE OF AT UD
ME LIMIER OF THE HOLE MUST BE AT LEAST 1• FRgI
UNDERNEAM RIBS UNLESS THE RIB SPACING ALLOWS
ME NUT TO IIGHIEN AGAINST THE OPEN
Renton Std Dtl 320.2
1- 1/2" And 2" Water Services
I- W (SEE NOTE 7) LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR
SANITARY SEWER PIPE O.D. OF PIPE
(SEE NOTE 5) -\ I
FOUNDATION LEVEL
BEDDING FOR SANITARY SEWER PIPE
NOTES
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 959. MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-Oa OF THE
STANDARD SPECIFCATIONS.
5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)'
OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL WITH A
SAND CONTENT EQUAL TO SECTION 9-03.12(3).
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LANE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
PUBLIC WORKS PIPE BEDDING I STD' PLAN - 405
e � e DEPARTMENT FOR SANITARY SEWERS
oc'roHEa 2012
I*
7' I
Renton Std Dtl 405.0
Pipe Bedding
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS -POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE 312E - 'E'
CONCRETE SHELF
.v-'•n - PRECAST BASE SECTION
OR CAST IN SHELF.
ll'
} NOT TO SCALE
4B" MH
54 MH
60" MH
NOTES
I. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WTIN A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY- BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
HOND OR 1/2 BOND. THE USE OF SHINS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR
APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE.
B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE NTH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL,
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6- AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRACE
IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
) STD. PLAN - 400.1
e PUBLIC WORKS STANDARD SANITARY MANHOLE
DEPARTMENT
SEPTEMBER 2011
'A•
'B'
'D'
•E'
48"
6" MIN.
5"MIN
24" MIN.
21" I.D.
54"
8" MIN.
5.5" MIN.
24- MIN.
24" I.D.
60"
8" MIN.
6" MIN.
42" MIN.
30" I.D.
Approved By:
Approved By:
Approved By:
Approved By:
In Compliance W/ City Of Renton Standards
Date:
Date: _
Date:
Date: _
*5- (1/8)
RECESSED
LIFT POCKET
Not to ScDle
FRAME
�
�• - 11 N.C. SOCKET HD
SCREW 1 Y{" LONG
2'-0"
DIAMETER 2'-0"
(BRONZE OR 5.5.)
YJ" x 2' RAISED PADS
8" CLASS "B•
SAND OR
ASPHALT
EXPANDABLE
FOAM
12 Yi
14'
WATER TIGHT
�•
PLUG
45' (1/8) BEND
2•
%•
�1x
6w
2•
�
11 •
�'P
12 Y,"
14•
CAST IRON RING AND
COVER
p•
PIPE MATERIAL AS SPECIFIED
G�
BY THE ENGINEER
BEND
MOTIFS:
1. 6' AND 6' CLEANWTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3696 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1'-O' THICK, 2'-0• SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
STD. PLAN - 409.1
� DURING WORKS 8 OR 6 INCH CLEAN -OUT a
e � { DEPARTMENT FOR SANITARY SEWER MAINS 8
Renton Std Dtl 403.1
6" And 8" Sanitary Sewer Clean Outs
RENTON
SEWER
BOLTHDLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586mM)
OIA H.C. (SEE DETAIL)
COVER &FRAME
PLAN VIEW
25' DIA.
- C635nn]-
I'
3/4'
�
r �25nm]
[19mm]
�1 lL
I�
H 3/4'
2 I/2'
1222nn7
164mN7
TYP
COVER SECTION VIEW
COVER BOTTOM VIEW
(F 3) BLT SOC. (ALLEN HEAD)
5/1-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
26 1/2' DIA
[673nn1
DIA
[641-1 1 1/16' lie 1 1/16'
V4• ,6nN DIA C27mM] [271nn]
NEOPRENE GASKET
1 6, s'
E152mm1 (3Hn1
R3nn]
C156-3 23 3/8' DIACS94 L3L OPEN GASKET GROOVE DETAIL
27 5/16' DIA
[694Nn1
34 1/8' DIA
1867-1 NOTES'
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
0 PUBLIC WORKS MANHOLE FRAME AND COVER STD PLAN - 401
(+ + DEPARTMENT
DECEMBER 2008
TITLE
LONGACRES
BUSINESS
CENTER
SW 27TH ST &NACRES
AVE sw
CONSULTANT COIJGHLIN
PORTER
LUNDEEN
801 SECOND AVENUE -SUITE 900
SEATTLE, WA 98104
P: 206/343-0460
F: 206/343-569
A CONSULTING
STRUCTURAL AND CIVIL
ENGINEERING CORPORATION
ISSUED:
DATE DESCRIPTION
03/09/2016 BUILDING PERMIT RESUBMITTAL
KEY MAP:
I ice'
1 11;Mr.M00
PROJECT NUMBER C152268-03
DRAWN BY SAS
ISSUE DATE 05/04/2017
SEAL
�otiL pET�,
z
�Q 36936 �
� GIs
Eg ���� •/�'�/{f/�, � ��
Ol
SHEET TITLE /NUMBER
Utility Details
Renton Std Dtl 406.1
Side Sewer Installations
Renton Std Dtl 406.2 10
Building Sewer Connection
S-388310 W-38831 0 R-388341