HomeMy WebLinkAboutR-4015093
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"l IEX. SEVER MAIN
I I •
PROPERTY LINE
SPOOL (LENGTH AS NEEDED) _ •�
� I
SEWER STUBE : FUTURE 4" 51pE Sf.WER
c = 04�4-==------_�
R` ` 2`� - 4'' STUD MARKING POST PAINTED
`SEWER MAIN TEE x 5" TEE I 5' CAP / WHITE WITH THE WORD 'SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND #6 YAR£
WRAPPED AROI,NID THE STUD AND
3 EXTENDED TO THE TOP OF THE STUD.
COUPLING (TYP.) € I
" A 3
tl
6'X6-X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO, 00367502 OR
APPROVED EQUAL, SPECIFY -SEWER- ON LID),
(SEE STD. PLAN 403.1 FOR INSTALLATION)
I
_ _____ _______ rr______-_--
A r ^- JM EAGLE THREADED CLEAN -OUT ADAPTER HUB
BEND AS PLUG (OR APPROVED EQUAL)
REQUIRED
E4STINC SANITARY _
SEWER MAIN -2O%µIN. SLOPE 1�
1 ` FUTURE 4" SIDE SEWER
�6" SEY7ER STUB L s"X6"X6' WYEFUTURE 6"x 4" REDUCER
SEWER MAIh S1ZE X 5" TEE
ACCE !TABLE PR OR SIDF SEWER CONNECTIQNS TO EXISTING SEWER MAIN
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC -TEE' USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW PVC 'TEE' USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)-
C. PVC do C900 PVC MAIN - CUT IN NEW TEE USING RICIO COUPLINGS OR CORE -DRILLED W41TH A ROMAC SADDLE
(OR APPROVED EQUAL).
P. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOGK-OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
/ �t
3000 PEI M IX ! bh O ION
G
CONCRETE �
BLOCKING %yg p'i•- BW-
0 GELf.�"
G 2% MIN 56aPE
HORIZONTAL
6" TEE
6" MIN. SEWER SEWER MAIN
MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN 9ETWUN 25' AND 45' IYPICAIL SIDE SEWER
RENT 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.
STANDARD SIDE SEWER STD. PLAN -406.1
PRI PUBLIC WDRKS A E0:
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
MI. Wwfa 4r
REQUIRED DIMENSIONS
-
8' FOR ROCK LINING
„A„+„B„ 12' FOR RIP RAP
LLLL
SEE TABLE 4.2.2.A.
„B„
(4' MIN.)
a
7 _q "
Y
z
Do
Q
OD
LL
LL
O
IL
O
LL
O
2'
T30*
MIN�A
.
MIN.
7
Da0 m
V
LL LL
O O
w w
O O
PLAN
NTS
PLACE ROCK V ABOVE CROWN
BOTH SIDES OF CHANNEL FOR "A" < 8'
ONE SIDE OF CHANNEL FOR "A" > 8'
' I
�1' MIN.
I'
DISCHARGE PIPE
FILTER FABRIC
LINER UNDER
1' OR 2'
ROCK
ROCK THICKNESS
SEE TABLE 4.4.1.A
SECTION A -A
NTS
PIPE/CULVERT DISCHARGE PROTECTION
NTS
g Know what's below.
Call before you dig.
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 • Fax. (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 A Phone: (509) 674-7433 A Far: (509) 674-7419
SAND LAYER P! REOUIREDI.
SEE NOTE 4
NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
P ER V O JS CONCRE7EIPOR 011 S ASP HALT
PAVE ENT BASE
1 r MIN ABOVE SEASONAL Hm
G ROUND'WAnIQ OR
t{YDRAULICALLY
REST RIC TIME LAYER
SOBORAOE- SEE NOTE 3
PERVIOUS CA kG'RET EIP ORCYUS ASPHALT
MIMIMUM MAT EMI AlTH1=(NEsa pN�;
RESIDENTIAL ST1REITSAND
"CEBTRMLN
ALUFrs
PERriODS 06ROu5
PERVIOUS POROUS
LAYER
MATERIALTrNE'
CONCRETE ASPIULLT
CONCRETE ASPHALT
I Ili1 ON)
INN! IN;
PE RMEAM-E PAVEMENT SEE NOTE 1
S
6
4
C"OKERCOURSE
9
Z
G
a
AGGREGATE BASE SEE NOTE 2
0
0
q
•
NOTES:
1 PE RMEASLE PAVEMENT THICK NE5SES LISTED FOR POROUS ASPHALT INCLUDE HEARING COURSE AND ASPHALT TREATED PERMEABLE BASE
OTPS I WHIN UTILIIED CHCKRA COURSE REDLARE D WHEN ATM 19 LASED
2 RUNOFF 5TQRAGE REOUIREM6NTS WARY REQUIRE A THICKER AGGREGATE BASE. HYDRAULIC MODELING RESULTS SHOWING THE REOIAREO
AGGREGATE BASE THICKNESS FOR STORMWATER CONTROL MUST BE SUBMITTED
3 PREPARE AND PROTECT SUSGRAOE PER APYILA GSP 2-06 a131 SUBGRAOE FOR PERMEABLE PAVEMENTS COMPACT TC A DEPTH OF 6' TO 9D%-92 -_
OF MAAIM uV DENSITY PER WSDOT 2-03 DI14P OVERCOVPACT ED SUHGIRAPE SIARLL RE SCARIFIED TO B" MIN AND RFCOMPACTED
4. PERAEAHLE PAVEMENT SHALL BE DE ST NEDW ERE THE SOIL BENEATH THE BW MEETS A MINIMUM ORGANIC MATTER CONTENT OF 1 0%AN::
A MNIMUM CATION EXCHA NICE CAPA['JTY OF B MILLIEWIVALE I*TS PER 100 LIRA MS A E INCH SAND LAYER MUST BE INCLUDED IN THE EIESIGN
BE HEATH THE FERNEABLE PAVEMENT IF THE SOIL DOES RIOT MEET THESE PROPERT IFS
LIENVIIIAE NO"&
1 REFER TO 1A6DOT LOCAL AGENCY C5ENERAL SPECIAL PROVIS70NS,GSPV) DIVISION.42-9 APV%%G SPS AND ASDOT STANDkRO 5 PECIFI CATIONS
2 POROUS HMA SHALL CONFORM TO REQUIREMENTS OF APO A GSP 5.04
PAVEMENT RASE. SMALL 6E INSTALLED PER APWA GSP 4 04,30i SHAPING AND COMPACTION.
■ PE RMEABLE ASPHALT TREATS 0 BASE IPATEq SHALL CONFORM TO THE AEQ UIR EMENTS OF APWA GSP A_SA.2 CRUSH€D SURFACING CHOKER
COUASE CCSCC) SHALL CONFORM TO THE REOLIR EVENT S OF APWA GSP 4 M249-039{2)) OW
5 PE RMEABLE EALLAST S+tALL UONFWY TO THE REQUIREMENTS OFAPV41. GSP 4•W ?P9•P7 ql:R OPTI
i MINIMUM UTILITr SETBACHS ANO PROTECT145M ME^SuRe9 MUST CONFORM TO CLARENT CITY STANDAFDS AND OTHER 0ILITY PR0,ADER
REQUIREMENTS REFER TO THE CITY OF RENTON SURFACE &ATER DESIGN MANUAL AND STANDARD PLANS 20510 AND 205 20
7 PERMEABLE PAVEM ENT SHALL BE DE SINE D OR RE NE NEO BY A LICENSED EN GINS ERING O'EOL 03 ST OR GEOTECHNICAL ENGI NEER FOR ALL
APPUCATIONS. PAVEMENT DE SIGHS MUST BE PREPARED BY AN ENGINEER LICENSED IN WA5HINGTON STATE
II ACCEPTANCE TESTING FOR 91DEVYALKS. PATHS AID v E HS CULAR PAVEMENT LESS THAN 2,00D SF SHALL BE AS FOLLOWS PAVEMENT SHALL BE
PERMEABLE ENOUGH 10 ABSORB WATER AT A MINIMWI RATE OF 2G INCHES PFR MOLAR IMMEIBATELY AFTER SURFACE HAS BEEN VIETTED
CONTINUOUSLY FOR A7 LEAST 70
MINUTES APPROVAL YNTH 5 GALLON 6VGISE7 TEST WATER TRUCK, OR ASTM C1701 USING A 12-INCH FANG
SEALED Al THE PAVEMENT SURFACE
9 ACCEPTANCE TESTING FOR ROADMYS AND PARKING AREAS OF LWD 5F OR GREATER SWILL HAVE A MINIMUM INFILTRATION RATE Of 1W
IWHR PER ASTM C 1761 AND APWA OOP 6,-04 3 ANa 6-06 3M.
10 ROAC%NAYS. DRI VEWAV 5. ANO PARIOINO LOTS SUBIECT TO W14W UCOONG SHALL MEET STRUCTURAL REQUIREMS NTS OF CITY OF RENTON
TRANSPORTATION OEPARTIVEHT STANDARDS FOR EOUNALE NT NON4)ERMEAE LE PAVEMENT TYPES
T1 REFER TO THE CITY CF RE HTON SURFACE WATER DESIGN MANUAL ISW1DM}FOR ADDITIONAL REGUIREVE HTS PER SVJOM C 7 7
12 FOR PERIIAE ABLE PAVEMENT INSTALLATIONS ON SLOPES GREATER THAN 6%, CHECK DAMS AREA REQUIRED PEA STD PLAN 2B1 20
UNE35 OTHERWISE NOW, E FAWNG 15 NQM SCALt I%riI
PERMEABLE PAVEMENT MATERIAL SM. PLAN -261.10
■ PUBLIC WORKS 5ECTION5 - PERVIOU5 CONCRETE AND In
Y 7.
DEPARTMENT
POROUS ASPHALT
WATER MAIN
2" CLOSE NIPPLE
2" 90' ELBOW-
^.0NCRETE BLOCKING
IF ADD17IONAL ADJUSTMENT IS
REQUIRED, INSTALL 2-2" CLOSE
NIPPLE AND 2-2" 90' BEND, SCREWED
AT THIS POINT. r FIELD LOCATE PLASTIC METER BOX IN
- / PLANTER OR CAST IRON BOX IN PAVED
fff OR CONCRETE AREAS.
2" CLOSE NIPPLE
2" 90- ELBOW
2" GALVANIZED PIPE AS REQUIRED
PLAN
VALVE NUT EXTENSION AS REQUIRED
TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE B090)
EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE SIDEWALK
STANDARD 8" TQP SECTION, 5" MAX.I�
WITH REGULAR BASE SECTION
LENGTH TO FIT.
2" RESILIENT SEATED
GATE VALVE, SCREWED
2" GALVANIZED
PIPE 12" LONG
2" CLOSE NIPPLE
BETWEEN CAP OR PLUG _
AND 2" 90- ELBOW
D o0- �'e Sao
1NST,JLL 4 MIL PCLYETHYI-Mr 18" MAX. doo`°d 2 _i aoo
PLASTIC COVER OVER WASHED oa o� $ o�So
GRAVEL. CUT HOLE FOR PIPE �oDo aoe ❑d
10 CU, FT. WASHED GRAVEL PASSING
1-1/2" AND RETAINED ON 1/4" MESH
FOR DRAIN
ELEVATION
2 1/2' NST (HOSE)
AND 2 1/2" FNST
CAP WITH GASKET
2%2"x2" TEE AND 2" CAP
2" CLOSE NIPPLE BETWEEN TEE
AND 90' ELBOW.
2" 90' ELBOW
4 PUBLIC WORKS 2" BLOW -OFF STD. PLAN - 940.1
DEPARTMENT PERMANENT ASSEMBLY
MARCH 2010
)
7
REVISED
PER
SPU
COMMENTS
6
ADDED SPU PIPE
SUPPORT PLAN
5
REVISED
PER
CITY
COMMENTS
DATED
4111119
4
REVISED
PER
CITY
COMMENTS
DATED
3122119
3
REVISED
PER
CITY
COMMENTS
DATED
211119
2
REVISED
PER
CITY
COMMENTS
DATED
8110118
1
REVISED
PER
CITY
COMMENTS
DATED
7130118
NO.
REVISION
LANE LINE
MARKING
VARIES: 4.5' MIN.
SAWCUT AFTER BACKFILL
DEPTH OF EXISTING PAVEMENT
2" - 6" HMA
(SEE NOTE 2) 1
EDGE OF PAVEMENT, EDGE
1
OF CURB & GUTTER, OR
MIN.
MIN. CENTER OF LANE MARKING
2" HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE
(CSTC) (9-03.9(3)) PER WSDOT STANDARD
2" SAWCUT AND REMOVE
SPECIFCATIONS, COMPACTED TO 95%
OR PLANE, SEAL WITH
MODIFIED PROCTOR
AR-4000W
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO
WIDTH OF TRENCH AS REQUIRED BY SIZE OF
95% MODIFIED PROCTOR.
PROPOSED IMPROVEMENT (SEE WSDOT
STANDARD SPECIFICATION 2-09.4) PLUS AN
PIPE ZONE BEDDING MATERIAL AND COMPACTION AS
ALLOWANCE FOR ANY SHORING. SHORING, IF
REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF
FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT:
WSDOT STANDARD SPECIFICATION 7-08.3(1)B
* FOR STORM AND WATER PIPE, PER STD PLAN 220.0
F-�
* FOR SANITARY SEWER, PER STD PLAN 405
TRENCH WIDTH
* FOR JOINT UTILITY TRENCH, SAND WITH 95%
PASSING A #4 SIEVE AND LESS THAN 5% PASSING
A #200 SIEVE
NOTES:
1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED
TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND
FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH
USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER.
2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS
SHALL BE HMA CL J" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6".
RESIDENTIAL ACCESS STREETS - HMA CL }" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS THAN 4".
3, WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB &
GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND
OVERLAID WITH HMA.
4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT.
5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS.
TYPICAL LONGITUDINAL PATCH STD. PLAN - 110.1
a PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR
DEPARTMENT RIGID PAVEMENT WITH OVERLAY
C.2.2 FULL, INFILTRATION
FIGURE CI.I.C. SCHEMATIC REPRESENTATION OF A TYPICAL DRYWELL INFILTRATION
SYSTEM
HOUSE
HOUSE
ROOF
DOWNSPOUT
ROOF FLOW
DOWNSPOUT
CATCH BASIN
(YARD DRAIN)
PLAN VIEW
NTS
ROOF DOWNSPOUT
- OVERFLOW
SPLASH BLOCK
48 INCH DIAMETER
HOLE FILLED WITH
1 2' - 3" WASHED
DRAIN ROCK /
MARK CENTER OF HOLE
WITH 1" CAPPED PVC
OR OTHER MEANS
FLUSH WITH SURFACE
TOPSOIL -�
FLOW
& MIN. SETBACK
FROM BUILDING -�
--MIN. 4" DIA.
PVC PIPE
FINE MESH SCREEN
CATCH BASIN
SIDES OF HOLE -
(YARD DRAIN)
LINED WITH
FILTER FABRIC
15' MIN. AS REQUIRED, SEE
SECTION C.2.2.3
SECTION
NTS
MIN. V ABOVE SEASONAL
HIGH GROUNDWATER TABLE,
SEE SECTION C.2.2.2
TYPICAL DRYWELL INFILTRATION DETAIL
NTS
NEM 181051191 NEM
NEM 161101191 NEM
NEM
617119
NEM
SURVEYED:
SDM
SCALE.,
1 " = 20'
NEM
3127119
NEM
DESIGNED:
NEM
NEM
316119
NEM
NEM
12/1911
NEM
DRAWN. LFM
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NEM
91211181
NEM
rcHEcED.
NEM
BY
DATE
APPR
APPROVED.
CA
VERTICAL: mo 19M
HORIZONTAL: NAD 198JI1991
DATU M
SPECIAL NOTE
IN THE EVENT TRANSVERSE PATCHES EXIST
WITHIN THE AFFECTED STREET, THE LENGTH
OF THE PATCH SHALL BE EXTENDED TO
INCLUDE ANY EXISTING PATCH WITHIN 10
FEET OF THE EDGE OF THE PATCH REQUIRED
FOR THE NEW CROSSING AND ANY
SUBSEQUENT PATCH EDGE WITHIN 10 FEET
OF THE EDGE OF THE SECOND PATCH AND
SO ON UP TO A TOTAL OF 300 FEET.
MIN I MIN MIN I MIN
,
il
TRAFFIC FLOW
2" HMA �' {
2" TO 8" HMA
. r
FACE OF GUTTER OR
EDGE OF PAVEMENT
CENTER LINE OR
LANE LINE
6.5' MIN.
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
VARIES: 6.5' MIN.
1 1 1' 1' DEPTH OF EXISTING PAVEMENT
IN
I'll",
IN VARIES �( MIN I MIN
2" SAWCUT AND REMOVE
OR PLANE, SEAL WITH 2" - 6" MIN. HMA (SEE NOTE 2)
AR-4000W
(EACH SIDE)
\6" CRUSHED SURFACING TOP COURSE (CSTC)
2" HMA (9-03.9(3)) PER WSOOT STANDARD
SPECIFICATIONS, COMPACTED TO 95% MODIFIED
PROCTOR,
SAWCUT AFTER BACKFILL
(EACH SIDE)
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 95%
MCDIFED PROCTOR.
. \
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED L_
IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4)
PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING, MATERIAL- SEE STANDARD
NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1.
STANDARD SPECIFICATION 7-08.3(1)8
TRENCH WIDTH
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR PLAN - 110
(D
PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID I'}'R �r:1
DEPARTMENTT PAVEMENT WITH OVERLAY %o
FINISHED GRADE ELEVATION
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12-INCH DIAMETER AND OVER)
NEW WATER MAIN I POLYPIG
VERTICAL CROSS FOR POLYPIGGING STATION:
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
>,
INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
SIZE OF VERTICAL CROSS SWLL BE THE SAME AS SIZE OF MAIN LINE
VERTICAL CROSS (MJ X FL)
ONE BOND FLAIL.?E ON TOP OF CRO55 WRH 2" TAP A 2' TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF GLEANING 'POLY-M-)
ONE BOND FLANGE 0" BOTTOM OF CROSS
ONE PLUG (RAJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISNFECTON OF NEW WATER MAIN
PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6
DEPARTMENT WATER MAINS LARCH Z010 R-401508
IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q
J
EDEVELOPMENT ENGINEERING
:0:]
08/12/2019
O
WATER UTILITY _
agafour 08/09/2019 0
DATE.,
HUYNH SHORT PLAT 8105119 Z
CITY OF L UA 17- 000855 FIELDSOOK. NIA
REN TON PAGE NIA
k;%Rjl
DRAWING N0:
PlanninglBuildinglPublic Works Dept. CONSTRUCTION DETAILS 17597
SHEET., n OF. 10