HomeMy WebLinkAboutR-3821052" CLAS
'2" TO 6" CLASS 'E' j
OR CLASS 'B'
2" CLASS 'B'
CRUSHED ROCK, FLOWAE�L_� ILL
OR AS REQuIRFD BY ENGINEER
l
6.5' MIN. - ----
2" DEPTII OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
1' 1' 2.5 --•� 1' 1'
MIN I MIN[_ Mill I MINI MIN
' FOR MiNIMI;M STANDARDS, SEE DWG4 IR -0b,
Sz� PAGE H032
0"111) NOIES DCV I DC
yODFEp NOTES DCv Gz
RFVISrUN I BY APPI
FACE OF CURB OR
EDGE OF PAVEMENT
CENTER LINE OR
LANE LINE
S*
D SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
ADOPTED
CiTY OF RIENTON
J; STANDARD PLANS
IST DATE: 02/05
DWG. NAVE: H032-1 SP PAGE: 11032.1
iSEEr�rITTt11CTt -+
r -s• a- f
2 a'• 1f2 WIN) R. (TYP,)
CURB NOT : 1NCLUOE't7 IN Sip ITEM -
",!EE RAI>�O EDaifE :M -a' (kJ) PREAIOLDED r• l'' '
1• -t- �( DETAIL - THIS **C1 JI]NT FILLER
ALL CUT
t!t MSR.TYPJ (5EE CONTRACT)
1�1
s`0�I wiTH RAISED EDI;
C
1
NOT t,ICLUDED IN BID •TEM -
W BTM pilG101n FINISF^ED GRADE ," t;W, BELOW
JOINT F4 In = sIDEwAIK TOP OF CONCRETE SURFACE
ADJACENT TO CURB MiN. 1SEE CONTRALTI
1!11' [Illi R. {T YP, j
J% CURB NOT tNCLUDEC'N $10 ITEM -
309
PREMOLONN�'+ r WALLORBARRIER
SAI" OR PEDESTWAN JOINT FILLER
RAILING
ADJACENT TO CURB
S AIVIIER - SEE SDEWALA
(STEEP FI -_L SLOPES'.
CCINTPACi PLANS I
IM CONTMLT) WALL_ ON BARRIER
/ I ir, • feel R (TMP.: ��...... r
pL K 1 I t 5% CURB NOT INCLUDED IN BID iT&M - f i•- $POET''" Au`
_ }
• 112, (1 11 R
VERTICAL VIALL - ifs' IN%PREMOLDED j • "T _s 1`- '
SEE OET^L W PLLM rTMP.) j .T •i s -a .i••
ADJACENT TO CURB AND RALJN13 OR WALL j i JOINT
T FILLER LDEo
i ; ,i()!N7 FILLER
SIDeva" su"MaBMW
MECONTRAGTI tm NOTE i" SIDEWALK ADJACENT TO WALL DETAIL
LTi i / S,t [TTP l CURB NOT INCLUDED ill 510 ITEM -
--__i MR p.
LEVEL i:l,.
Ft 11SWO ORADE I - IIs 8eLOW Tar of
SURFACE Frye PLANTING - FLUSH IF PAVEO i�' I S •'•
ADJACENT TO BUFFER STRIP /i BROQIND FINISH t IINj R • ► '' .'.
j r IML OE SMOOTH
RAISED EDGE DETAIL
f
:far
d r EXTEND SIDEW&X TRE
ANMRS
JOINTS TO INCLUDE: RAISED EDGE
0,
/ CEMENT CONCRETE CURS
�� I ICtIfiB AHD GUTTER SHOWN
NST INCLUDED I N ISIU ITEM
% 0 For NOTES see STD PLAN 1104.2.
..-
f Paved surfaces must comply with
%i STD PLAN 102.1 as applicable.
J 318" 14`' TO 114
NT
I /�' sI aloetEWKA arc vri'_
,,; --� s ; � ,- --� fes• • r �$ ..
CES MO soEvwLx f SEE S10 PUN 101 1 • . • 'P . �' • + ► • +
..•._.... .._.Aral `w..�--.._. •
`'P / JCNW AND FINLSH PRE MOLDED
DETAILJOINT ELLER
'..�
EXPANSION JOINT ;G CONTRACTION JOINT
-
PUBLIC WORKS CEMSTD. PTeAIIT�102
ENT CONCRETE pPR0 •ED;
DEPARTMENT SIDEWALK
Gregg Zimmerman, Public Warks Administrator
6" BUILDING SEWER PIPE
TEE WITH 6" SIDE OUTLET
1:3:5 MIX
CONCRETE
BLOCKING
PROPERTY LINE
---------------
Z_
3'-O"
b r-- FUTURE
l BUILDING SEWER
W
Z 2"x 4" STUD MARKING P06T PAINTED
-� 6"X6'X6' WYE UNITE WITH THE WORD 'SEWER' STENCILED
SURFACE CLEANOUT WITH IN 3" HiGH BLACK LETTERS AND #6 WE
W CAST IRON RING COVER WRAPPED AROUND THE STUD AND
a_ (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD.
2975 OR APPROVED EQUAL,
° SPECIFY "SEWER" ON LID,
SEE STD. PLAN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL).
C. PVC MAIN - CORE -DRILLED NTH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID 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 IRON PIPE.
' " 6" SIDE OUTLET TEE
T_ SEWER
6" MIN. MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
low
ZG��E 2X MIN SLOPE
HORIZONTAL
R MAIN
TYPICAL SIDE SEWER_ ELEVATION
PUBLIC WORKS STANDARD SIDE SEWER SM. PLAN - 4W-1
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011
NOTES:
1. Not used.
2. All ramp and landing edges shaft be separately formed.
3. Utilities structures that must remain are to be made non-spp or Mori -skid.
4. Utilities structures such as vaults and junction voxes shall not be located in the Pedestrian Access Route (PAR) of the
Pedestrian Circulation Route.
5. Drainage appurtenances, such as manholes, catch basins, etc. shall not be located in the PAR. These should be located
in the street or the buffer strip.
6. Accessible pedestrian access shall be provided for during construction.
r>uBLic wol{)�s UTILITY PLACEMENT IN PPR ED:
` DEPARTMENT CEMENT CONCRETE SIDEWALK
_.
-1114-
,->
GrM Zia,merman, PUhir- Works Adrnir*Arstor
ALL 90' TURNS SHALL BE ACCOMPLISHED
BY MEANS OF A WYE AND 45' BEND. TWO
45' BENDS SHALL NOT BE ACCEPTABLE.
4" BEND AS REQUIRED (NO MORE
THAN 45' BENDS EVERY 2ND 4" CLEANOUT WYE NTH
CHANGE N DIRECTION OR GRADE 45' BEND AND PLUG.
WILL REQUIRE A SURFACE I I
CLEANOU T WYE.
Y
HOUSE'( HOUSE HOUSE E�) HOUSE
3 -0" MIN.
I, 4" SEWER PIPE I
.• ♦ (��) 4" SEWER PIPE. SEE NOTES 2
+ CLEANOUT
WIPE 4" TEST TEE WITH AND 3. MINIMUM UNE SIZE FOR
PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6"
» CLEANOUT
PROPERTY LME
WYE WITH PLUG (TYPICAL) PROPERTY LINE
m
iO 3' MN. 6"x 4" REDUCER u
z(TYPICAL) z
F=
F (n
m MAIN SEINER LINE 61 1
� w
NOTES:
1. Prior to installation of a sanitary sewer connection, a side -sewer
z IF THE BUILDING SfMIER SERVES ANY FIXTURE HAVING permit must be purchased from the City of Renton Public Works
FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATtOW Department.
OF THE NEXT UPSTREAM MANHOLE COVER OF THE
PUBLIC SEWER SYSTEM. A BACKFLOW PREMD47ION
c DEVICE SUCH AS CLEAN CHEO( EXTENDABLE 2. Types of pipe and fittings that con be used for sanitary sewers
1 BACKWATER VALVE OR APPROVED EQUAL SHALL BE shall be approved by the Department of Public Works. Rubber or
neoprene gaskets as specified by the manufacturer, stall be
m WSTALLID' used on joints.
4" FLEXIBLE COUPLING (FERNCO OR EQUAL)
C3 3. A minimum grade of 2I (1/4" per foot) must be maintained
Z5 with 4" pipe. In the event a 2!11 grode cannot be maintained, the
5 us SURFACE CLEANOUT owner must sign a City of Renton grade releose form and then
m 4"x 4"x4" WYE
can install ti" pipe at a geode of 1X.
4" PIPING
ELAH 4. For inspection of side sewer, colt 24 hours in odvance. The
BUILDING ORM FOR inspection phone number is on the side sewer permit. Site
LOW ELEVATION HOUSE must be ready for inspection and representative on site when
inspector arrives at appointed time. Sloe sewer and stub shall
be tested per City "eifications. Make the connection at the
MAN TO PROPERTY LINE 5'-0" 5'-0" house. Do not boekfill the ditch until approval is given by the
PROPERTY LME FROM THE HOUSE BUILDING DRAIN inspector. Final approval will be granted after the existing septic
tank has been pumped out and filled with sand.
SIDE SEINER BUILDING SEWER yam•'
- 3•...0"11 iO 31-0" 5. Install side sewer with 2' minimum cover. 18" cover is allowed
at the house if outlet is shallow.
6. if side sewer stub is not available. The owner shall be
r + responsible for its installation per standard drawing 406.1. AN
_ m o► n e. �;
LJ
= z z = s work within street right-of-way shall be done by a licensed an
Zfd m n rn+ -0 z ' bonded contractor.
r-1•�X n 7. All work Mall be accomplished in accordance with the Washington
a Z u c m w to " ^' Industrial Safety and Health Act. (WMSHA)
05
N N o v N 8. All trench restoration for side sewom in the public right-of-way
o g e shall conform to the most current trench restoration
Z 0 v 0 9 m p requirements as in the Renton Standard Drowings.
Ra z
" z C, 9. All building sewer and side sewers shall have bedding in
a
o
00140 at accordance with standard drawing 405.
y z 10. There shall be a minimum 10 foot horizontal separation between
z�� m
H � sanitary side sewers and water services and a minimum 5 foot
V horizontal separation between sanitary side sewers and giL other
p utilities.
CALL FOR LOCATIONS BEFORE YOU DIG
48HR LOCATORS 1-800-424-5555
f TYPICAL BUILDING SEWER SM. PIAN -408.2
I PUBLIC WORKS { FROM PROPERTY LINE TO
r77-
% DEPARTMENTBUiLDING CONNECTION SEPTEMBER 2011
Sia? ' T E fA flrrCLUDE4 51rMb WALK NWA. ,st
(SEE NOTE Bi
ISEE MOTE 4
E
aP.C1E"NAYIt54tJ11tE0 -'' !
_ � -�`-
1,8 EXPANS''N J ONT (rYP E
r CEAAiM
IEEE 510 PLAN 021 r%cammm
t
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W
SEE r+orE s
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_ i:rN .�RUCflON QyNT
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r. SEE:Nf)TE.I --
y / F
CEMENT CONCRETE
BUTTER
f2Aup wilfi IM 11
St OPE ('YP.a ' f
CAM --j
sE[ NOTE a
T e• C0NTRACTiON :0N TYP > ,1I
(Hf - STCTT . PLAIm PLAN VIEW
VARIES
)BEE NO `E t0r
s r tArul SEE Moil tiT►A
't
- • sear
r est+
ttrdIsstto _ JAt t CiOm
-_-Emw ut.N4RE k :ase ism a
ss' E�tYY.SOr AOMr (Tr► ,
sfOf:MJN.rC 01k SEE
SECTION TEE STU RAN Tot,
u
to wlrt. _ s»w • aoTH _
+
101, DIFFERENCE j sLOFE MAX �
.. ._� ", � ,.-_:._.CRVEiNAYW'P9SI,NE SLOPEIS�OAE 9/10MMcTtA[DGEMTEaI f - - _ - -r.._ �t '- I_ t `�' � � r�•.� t
•
-1`1 tw
�►. -
i'lEYtAYNief4El.Ai,`1L '���
aR,
s�.•ibN O
�
NBr.rATrvcstow (r.Lr,l>A:..
'•
SHOwNEW,GERATED! - -
GEaTeNT
CONCAE-E
SIDEWALK
TYPE R18 - ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER)
CEWNT COMIMIL
cuss s anises
9ft NOTE 21
For MOTES STD. PLAN 104.2
o STD. PLAN - 104.3
C'`' Pt7BI.IC WORKS CEMENT CONCRETE DRIVEWAY
` + DEPARTMENT ENTRANCE - TYPE R1 d PPR ED
kwy�A-
GreN zirtarnerinan. Public World Adm.nisuawr
R
2.0' MIN. NEW CURB 16' JOINT DRIVEWAY EASEMENT
/ EXISTING ASPHALT i _
/ - - PA%&MEN-I &GUTTER i
(SEE DOTE 2;
;
8' 8'
I 1
SAWCU)
(SEE NOTE 2)
2%
t�^1
AC•�0
MIN. C04 c•NRA1.
_-----�: - =- • . • • FILTER FABRIC SSU
- - _ - • ' Flu- 2" HMA CLASS 1/2* PG 64-22
L +
1CRUSHED SURFACING TOP COURSE
6" PVC INFILTRATION
OVERFLOW TRENCH_
ARTERIAL ST 171-T MINIMUM%
'17" HMA (or ACP Class ADDITIONAL STRUCTURAL FILL
(SEE NOTE 1 ), OVER MAY BE REQUIRED DEPENDING
6" CRUSHEC ROCK
ON SOIL CONDITIONS
1
RFSIDENTAL STREET MINIML-M
4" HMA (or ACP Class B )
(SEE NOTE 1), OVEN
8" CRUSHED ROCK
JOINT DRIVEWAY SECTION
NTS
, CT
1. MUST MATCH EXISTING THi(-,K"NESS IF GRE.ATFR.
2 SAWCUT SHALL BE POSITiONED 1` - 0" BEYOND EDGE OF
DAMAvED PAVEMENT.
3 THE INTENT OF THiS DESIGN iS TO DESCRIBE PAVEMENT
PLACEMEN' AT THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
IN COMPLIANCE WITH CITY OF RENTON
STD. PLAN - 109 STANDARDS
PUBLIC WORKS CURS AND OUTTER PPROD: •
DEPARTMENT REPLACEMENT DETAIL ow
BY; Date: s /S
BY. Date:
Know what's below. BY: Date:
Call before you dig.
BY: Date