HomeMy WebLinkAboutzW-4012SetN
T
0
W
z
LU
0
rQ
V
J_
rr
LU
G
N
i
N
i
10 5 0 10 20
SCALE IN FEET
KEY NOTES:
DETAIL/
KEY
NOTE:
SHEET
0
PROTECT EX GREASE
INTERCEPTOR, MUST REMAIN IN
-
SERVICE DURING CONSTRUCTION
OTRANSFORMER
LOCATION,
COORDINATE WITH PSE
-
ADJUST EX JBOX TO FINISHED
GRADE. VAULT COVERS SHALL
WITH DOWNTOWN
COR STD
OCOMPLY
STREETSCAPE STANDARDS. SEE
PLAN 102.1
VAULT COVER NOTES ON SHEET
C09.
EX JUNCTION BOX AND
OPROTECT
ADJUST TO FINISHED GRADE
-
UG ELECTRICAL SERVICE TO
OTRANSFORMER.
ROUTING IS
APPROXIMATE- SEE PSE DRAWING
#101113708
EX 1 1/2" WATER SERVICE HAS
O6
BEEN INACTIVE FOR SEVERAL
YEARS PER COR (ACCOUNT NO
-
000743-000). ABANDON EX SERVICE
AND SALVAGE METER TO COR
07
EX PSE VAULT TO REMAIN
-
LIGHTING JUNCTION BOX
OSTREET
8
AND CONDUIT (TYP)
E1.0-E4.0
OREMOVE
CLEANOUT AND CAP EX
SSS AT BACK OF CURB
-
STA 2+12.89,
REPLACE EX SIDE SEWER FROM
CLEANOUT TO BUILDING
CONTRACTOR TO POTHOLE EX SSS
SS1/C14
10
AND NOTIFY ENGINEER IF 2.00%
(COR STD
SLOPE FROM BUILDING PLUMBING
PLAN 403.1)
CONNECTION CANNOT BE
MAINTAINED, IF EX PIPE MATERIAL
IS NOT PVC, OR IF DIAMETER IS
LESS THAN 6"
11
RETIRE EX GAS SERVICE AT MAIN,
COORDINATE W/ PSE
-
REMOVE EX FIRE SERVICE VAULT
AND INTERIOR PIPING INC. 1"
12
DOMESTIC SERVICE. RETURN 1"
-
METER TO CITY
WA2/C 12
13
FIRE HYDRANT ASSEMBLY
(COR STD
PLAN 310.1)
ADJUST EX JBOX TO FINISHED
14
GRADE
15
REMOVE EX CLEANOUT
-
3" DOMESTIC SERVICE
CONNECTION. REQUIRED DCVA
WA1/C12,
LOCATED INSIDE BUILDING.
WA3/C12
16
POTHOLE EX GAS MAIN PRIOR TO
(COR STD
TRENCHING FOR WATER SERVICE
PLAN 300.1,
AND NOTIFY ENGINEER IF THERE IS
320.4)
A CONFLICT WITH METER VAULT
A5
17
6" FIRE SERVICE CONNECTION.
STD
(C STD
DDCVA LOCATED INSIDE BUILDING
PLAN
STANDPIPE FIRE DEPARTMENT
18
CONNECTION. 3.0' CLEAR (MIN)
-
REQUIRED IN ALL DIRECTIONS
WA5/C 13
19
FIRE LINE POST INDICATOR VALVE
(COR STD
PLAN 360.5)
LEUENU:
•: CONCRETE SIDEWALK
ASPHALT PAVEMENT
WATER METER VAULT
••• LANDSCAPE
UTILITY CROSSING
# SEE TABLE THIS SHEET
1 2" IRRIGATION SERVICE TO BE
INSTALLED BY CITY FORCES.
CONTRACTOR SHALL PROVIDE ALL
EXCAVATION AND EXPOSE THE
20
WATER MAIN AND ALSO DIG THE
TRENCH FOR THE NEW SERVICE
WA7/C18
(COR STD
LINE FROM THE MAIN TO THE
PLAN 320.2)
METER. DCVA TO BE LOCATED IN
WATER/FIRE ROOM. IRRIGATION
SERVICES WILL IRRIGATE PRIVATE
PROPERTY AND STREET TREES
21
EX STREET LIGHT TO BE REMOVED
EC1.0-EC4.0
AND REPLACED
22
PROTECT EX WATER SERVICE
-
23
STA 2+34.71
NEW GAS SERVICE AND METER,
-
COORDINATE WITH PSE
SS2/C14,
STA 1+28.18
SS3/C14
24
NEW 6" SSS @ 2.00% MIN SLOPE,
(COR STD
W/ NEW CONNECTION TO MAIN
PLAN 406.2,
406.1)
0
NEW SSCO #1
STD
(COR STD
RIM TO FINISHED GRADE
PLAN
26
STREET LIGHTING CONDUIT (TYP)
E1.0 - E4.0
27
NEW SSCO #2
STD (COR
STD
RIM TO FINISHED GRADE
PLAN
28
±25 LF 6" DI PIPE
-
STA 2+20.40, 9.45' LT
WAVC12,
29
12" X 6" TAPPING TEE (MJxFL) 6"
TAPPING VALVE (FLxMJ)
WA4/C13
(COR STD
W/ CONIC THRUST BLOCK
PLAN 300.1,
±25 LF 6" DI PIPE TO HYDRANT
330.2)
STA 2+26.82, 9.45' LT
WA1/C12,
12" X 4" TAPPING TEE (MJxFL)
WA4/C13
30
4" TAPPING VALVE (FLxMJ)
(COR STD
W/ CONIC THRUST BLOCK
PLAN 300.1,
+27 LF DI PIPE TO METER
330.2)
STA 2+30.29, 9.45' LT
WA1/C12,
31
12" X 6" TAPPING TEE (MJxFL) 6"
TAPPING VALVE (FLxMJ)
WA4/C13
(COR STD
W/ CONIC THRUST BLOCK
PLAN 300.1,
±40 LF 6" DI PIPE TO PIV
330.2)
PLUG EX 6" VALVE WITH 6" PLUG
32
(MJ) BY CITY FORCES.
CONTRACTOR TO EXCAVATE AND
-
RESTORE ROADWAY. CAP EX 6"
SERVICE DOWNSTREAM OF VALVE
22.5 OR 45 DEG BEND W/ CONIC
WA4/C13
BLOCKING PER COR STD PLAN
WA6/C13
33
330.2. BEND LOCATION AND ANGLE
(COR STD
TO BE FIELD DETERMINED IN
PLAN 330.2,
ORDER TO ACHIEVE CLEARANCE
330.3)
FROM EX UTILITIES
22.5 OR 45 DEG BEND W/ CONIC
WA4/C13
BLOCKING PER COR STD PLAN
WA6/C13
34
G
330.3. BEND LOCATION AND ANGLE
(COR STD
TO BE FIELD DETERMINED IN
PLAN 330.2,
ORDER TO ACHIEVE CLEARANCE
330.3)
FROM EX UTILITIES
UTILITY AND RESTORATION
NOTES:
1. PAVEMENT RESTORATION SHALL MEET THE
CITY OF RENTON STANDARD TRENCH AND
STREET OVERLAY STANDARDS.
2. UNDERGROUNDING OF ALL UTILITIES IS
APPLICABLE.
3. MINIMUM VERTICAL SEPARATION BETWEEN
UTILITIES AT CROSSING IS 12 INCHES.
CROSSINGS LESS THAN 12 INCHES REQUIRE
ETHAFOAM BLOCKING.
4. CONTRACTOR TO POTHOLE EX GAS MAINS AT
LOCATION OF PROPOSED STORM DRAIN, SIDE
SEWER AND WATER SERVICE CROSSINGS AND
REPORT TO ENGINEER IF CROSSINGS AS
SHOWN ARE NOT FEASIBLE.
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
9706 4th Ave NE \�•O�� of �i��+ ed FOR ACCURACY. CONTRACTOR SHALL
Suite �P _ Ti ® FIELD VERIFY GRADES, UTILITIES AND
elein
Seattle, WAA 98115 ALL OTHER EX FEATURES &
-
P: 206.523.0024 �� CONDITIONS. IF CONDITIONS ARE NOT
F: 206.523.1012 0 41g� 8 10 AS SHOWN &/OR PLANS CANNOT BE
www.dcgengr.com �FSRFcisY - 00 CONSTRUCTED AS SHOWN, CONTACT
`S�ONAL DCG PRIOR TO CONSTRUCTION.
S-401201
SURVEYED: SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991
DESIGNED:
3 CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #3 CT 10/17/18 CT
2 CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #2 CT 09/18/18 DRAWN:
RB/CT ONE INCH DATU M
1 CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #1 CT 07/26/18 CHECKED: AT FULL SCALE
TG IF NOT ONE INCH
N 0. REVISION BY DATE APPR APPROVED: TG SCALE ACCORDINGLY
W-401201
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
C TY OF
1waliv
RENTON
1-`R
Planning/Building/Public Works Dept.
CB, SOLID LID
TOP=39.52
I.E. 8"PVC(N)=36.
I.E. 8"PVC(S)=36.
30LID LID
=39.43
r'PVC(N)=35.8
r'PVC(S)=35.8
3"PVC(W)=35.18
IH, TOP=39.34
S"PVC(E)=35.2
3"PVC(S)=35.1
3"PVC(N)=35.1
OR TOP=39.89
_L OF WATER,
ES NOT VISIBLE
R. CHNL.(N-S)=35.4
{, TOP=38.84
. 8"CONC(W)=37.3
1, TOP=39.36
CONC(E)=37.4
PVC(W)=36.9
>."CONC(S)=35.3
2"CONC(N)=35.1
■ IL ■ v ■ � v v
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WASTEWATER UTILITY A %
dchristen 10/25/2018 '
3;*.#
SURFACE WATER UTILITY
rstraka 10/25/2018N1120i
LAb
WATER UTILITY
doul Gafour 10/25/2018
DEVELOPMENT ENGINEERING
rnair 10/25/2018
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057
COMPOSITE UTILITY PLAN
10/18/18
PAGE:
DRAWING NO:
C06
SHEET: 6 OF: 34
N
N
O
O
w
U
z
LU
0
Q
0
LU
G
N
T
C)
1
CV
kIi
vJ
z
W
rQ
V
J_
rr
LULU
G
5
M1
z
3
z
F
ac
w
TESTING DETAIL
- fM FT -
TAMPING TEE (MJxFL)
TAPPING GATE VALVE (FL X.MJ)
TEMPORARY PLUG (IMJ) WITH 2—INCH TAP
AND 2—INCH BLOW —OFF ASSEMBLY
CONCRFTE BLOCKING
L
z
J
Lj
0
ca
cn
W
IEW D.I. WATER LINE
~VERTICAL GROSS(LlJxI-L) FOR POLYPIGGING
1—BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
1—BLIND FLANGE ON 9,0TTOM
1—PLUG(MJ) WITH 2"TAP & 2" BLDW—QI=F
TEMPORARY BLOCK
FINAL CCNNECTION DETAIL
ONEW D.1. WATFIR LIFE
AFTER ,ALL CLEANING BY POLYFiG, PRESSURE TESTING
AND D15.INiFEC7I0N, REMOVE TFMPCRAY BLOCK & PLOW —OFF
AND CONNECT TO VALVE WITH D-I. SLEEVL (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCE5
NOTES;
1. TAPPINQ, T E!S SHALL BE MADE OF CAST IRON, DUCTILE IROIN OR
FP0kY—00ATFD STEEL- BOLTS AMID NUTS SHAL 13F OOR—TEN. ALL TEES
AND VALVES SHALL BE WATER TESTED BEFORE TAP
NO 'SIZE ON SIZE TAPS ON CAST—IRON WATER LINES. TAP SHALL BE AT
LEAST 2" SVALLER DIAMETFR THAN THE EXISTING MAIN.
3. NO WET TAIL ON ASBESTOS CEMENT LINE OR STEEL LINE
4. WET —TAPPING OF EXIS"nMG CITY OF RENTON WATER MAINS 'ROLL BE DONE BY
SPEEIR TAP OR SUPFRIOR TAPPING INC,
5, CONTRACTOR SHALL POTHOLE AND VERIFY THE HDRIZDNTAL. AND VERTICAL
ALIGNMENT OF EXISTING LINE OR STUB AND SMALL START LAYING THE NEW
LIINE AT THE SAME HORIZONTAL AND ARTICAL ALUGNMENT OF THE EXISTNG
STUB.
G. CITY FORCES WILL PERFORV THE FINAL CONNECTION FROM THE WATER LINE
TD THE TAPPING YAI.VE WITH D,1, SLEEVE AND D.J. SPOOL.
C� PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD. PLAN — 300.1
* ='� DEPARTMENT TAFIPING TEE & VALVE
MARCH 2010
CONNECTION TO WATER MAIN
WITH TAPPING TEE & VALVE (WA1
NOT TO SCALE 206
BASE MAP/TOPOGRAPHY PROVIDED BY
�N� W. �qe OTHERS. DCG CANNOT BE HELD LIABLE
9706 ith Ave300 NE ,:, /I °F DiSi��I l y d FOR ACCURACY. CONTRACTOR SHALL
Suite 300 � ,�e- g
Seattle, WA 98115 Tim y FIELD VERIFY GRADES, UTILITIES AND
eon lein ALL OTHER EX FEATURES &
P: 206.523.0024 f, CONDITIONS. IF CONDITIONS ARE NOT
F: 206.523.1012 0 4701 1 AS SHOWN &/OR PLANS CANNOT BE
www.dcgengr.com Tess/ Gjs 00 CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
FIPZ HYDRANT SHALL BE CORE` -TYPE EQUAL_ TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CL.OW MEDALLION, M & H 929, DUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH -6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MA14 VALVE OPENING. TWO 2-1%2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION GITY DF SEATTLE THREADS WITH A STIORZ ADAPTOR,
4.€375" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/3" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE F'AtNTED WITH TWO COATS OF PAINT. KELLY-MOORE/FRESERVATIVE
PAINT No. 5780-553 DTIV1 ACRYLIC GLOSS, SAFETY YELLOW OR
,APPROVED EOL)AL. PUMPER CONNECTION TO FACE ROADWAY OIL AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION T4
BE USED IF REQUIRED.
MIN. 18" TO 2p" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
�- SIDEWALK THAT IS ADJACENT TO
OUR13
4.s75 x 5" 5TOR7 7WC-PIECE CAST IRON VALVE BOX WITH LUG
5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FGUNiDRY CO.
HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD B" TOF SECTION WITH RE.GULA,R BASE
EXPANSION JOINT AT SE0710N LENGTH TO FIT. VALVE NUT EXTENSION
I 1 ETACIC 2' OF SIDEWALK AS REQUIRED.
CONCRETE 51DEWALi� RAISED PAVEMENT MARKER TYKE H-k
IUF2 PLANTING STRIP STIMSO%TE TWO-WAY BLUE REFLECTIVE
6" MIN
COVER
• CON1CF*;ETE BLOCKING
1}'
CONCRETE
THRUST HLOCK s
:.� � MAIN LINE TEE. WITH E3" ELANGE SIDE OUTLET,
h"
'fir'.'• �<
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, GLASS 52 CEMENT LINED, LZOGTtI TO FIT
2-3/4" COR TEN STEEL TIE RODS.
16" x 8" x 4" MININEUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE $FARING 1' ABGVE BOOT FLANGE. PLACE S MIL
BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND .SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
0 MIN 3' RADIUS
e
ONE MANS ROCK
1
E3
:TE PAD 16" CONCRETE PAD
�mmm
HYDRANT 1-O AT ON IN CI.JT R FUJ
STD. PLAN — 310.1
van'* PUBLIC WORDS FIFE HYDRANT ASSEM173LY
DEPARTMENT
MARCH 2010
FIRE HYDRANT ASSEMBLY WA2
NOT TO SCALE C06
3 CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #3
2 CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #2
1 CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #1
N0. REVISION
CT
10/17/18
CT
09/18/18
CT
07/26/18
BY
DATE
SURVEYED:
DESIGNED:
CT
DRAWN:
RB/CT
CHECKED:
TG
pp
APPROVED:
TG
RECISTER SHALL RE TOUCH READ FIT LID
(TR—PL) AND BE INTELLIGENT GOIAMUNICATION
ENCODER TYPE (ICE). QETER MLIST READ IN
CU. FT,
4"' 90' BEND (MJ) �
TEE (MJKF-L)
z GATE VALVE (FLxMJ)
J
4" FLxM. ADAPTOR —
4" or E" ❑-I.
FLOW
4" POST INDICATOR VALVE
(WdxMJ) PAINTED BLUE
2-3/4" SHACKLE RODS PER CITY
OF RENTON SPEC171CA70NS
4' 90• REND (MJ)
INSTALL IN TEST
1.3 LF D.I. PORT A 7"x2"
12. BRASS NIPPLE WITH7 —4� A 2" RE51LIENT
SEATED BRASS GATE
4 LADDER W1TW VALVE AND 2" PLUC,
SUPPORT BARS 4" FL MJ ADAPTOR
PER OSHA, ; 2' —4'
:1
1 TO DUdLDIN�,
y
" EPCXY NON —SHRINK
GROUT 2'-4"
4" TEE �MNFL)
YIELDED 5T-EEL COLLAR
CITY RaavarE
TOUCH READ PIT LID SENSOR MDUNFED DN
SUP -RESISTANT STEEL LID THROUGH 2" 01A. PIP1k�Cr RIPIh1G
OPILLED HOLE IN COVED. LOCATE HOLE 2}j" DEADWM4 CLOCK
FROM EDGE OF PIT LID AND RIGS- 4" TEE REQUIRED NTH
(FL) SHACRUNG TO TEE
PRECAST CONCRETE VAULT WITH 2 3"x3' HINGED STEEL
PLATE COVER. OUTSIDE DIMENSION5 4'-6"x7'-0",
(EQUAL TO PIPE INC„ OR UTILITY VAULT ►NTH gENSUS MODEL 520R RADIO
57-7L-9, 2 3'x3 DIAMOND PLATE DOORS) READ PIT SET SENSOR
MOUNTEI] -OH STEEL PLATE Two PIECE CAST IRON VALVE I30x,
5".4" OR 3" GATE HALVE (FL)LfL) COWR THROUGH 2" DIA. EQUAL TO OLYMPIC FOUNDRY CO.
NON —RISING STEM TRUTH FEAND WHEEL DRILLER HOLE IN CQVER StANIDARn B" TOP SECTTDNI WITH
EQUAL TO NVELLER CO.A-2380-6. REGULAR BASE SECTION LENGTH TO FI-
E" OR 4- (F"PE) CEMENT LINED
DUCTILE IRON PIPE GLASS 52 Y-6'
LONG WITH COLLAR 20" FROM P.E.
EQUAL T4 -T IDS,E SUPPLIED BY PACIFIC 3„ 4' VALVE NUT EXTYNSION IF REQUIRED
WATER WORKS CO. INC. (L)WC; EIR46/PAGE 8090)
5"., 4" OR -3" GATE VALVE
x _ y (FL)cUJ) EQk)AL TO
o MUELLER CO. A-2380-20.
In- -nU
rq
�4 1.
I� 70 BUIL01 ; �}
F-ow—
12" AROUND � 4„ ..
' CITY PRIVATE
PAIN PI NN G
6" OR 4" PExPE CEMENT
LINED DUC11LE IRON PIPE
CLASS 52. LENGTH TO FIT.
6%4" CA 3" COMPOUND WATER METER (FL) �
ECUA6L TO SENSUS OMNI C2 METER WITH
T'OUCHREAD PITLID I.C.E_ REGISTER do SENSOR
WITH 4 WHEEL HIG14 RESOLULnO k C100 CUBIC ADJUSTABLE STEEL
6" OR 4" FLEXIBLE FLANGED
FEET) REGkSTER, rQR 3" METER, DEDUCE AT (PIPE SUPPORT
COUPLING IOD,APTGR; HOMAC
METER WTH 4"X3" F'LKrL CONCEN RIC STANCHION BOLTED
OR APPROVED EQUAL.
REDUCER- TO FLOOR
GENERAL NOTES;
ALL METERS AND BACKFLOW PREYEN71ON DEACE COMBINA71ONS ARE
NOT SHOWN DR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF
YOUR PARTICULAR COMIBENAT10N 15 NOT SHOWN, AN APPROVED
DRAWING WILL BE REQUIRED RY THE UTILITY ENGINEERING DEPT- FOR
ITS INSTALLATION,
THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE
LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS,
(WHICH CLEARANCE SHALL 13I; A MINIMUM OF 12" FROM THE EN05 +ANID
THE SIDE MFALRANOE SHOULD BE A$ TYPICALLY SHOVM CN THE
VAREOUS STANDARD IDETAIILS).
NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT
13E'ARS AGAINST SUFFICIFNT UNDISTUR-BED FAIRTH SO AS TO SUPPORT
THE DESIGNED THRUST,
PUBLIC WORKS 3", 4" & 6" CaIVIPOUND 1)(DMF-STIG
�* DEPARTMENT WATER METER ASSEMBLY
7 MARCH 2010
3", 4" & 6" COMPOUND DOMESTIC
WATER METER ASSEMBLY (WA3
NOT TO SCALE CO6
W-401202
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER UTILITY DEVELOPMENT ENGINEERING
00
T
Q
J
CALL 811 (2) BUSINESS DAYS Abdoul Gafour 10/25/2018%il L rnair 10/25/2018 z
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983i1991 C TY O F MERRRENTON ILL GARDENS AT RENTON CENTER- ADDITION
R—.de)w 104 BURNETT AVE S, RENTON, WA 98057
ONE INCH DATU V Nksw
AT FULL SCALE Planning/Building/Public Works Dept. CITY DETAILS- WATER
IF NOT ONE INCH
SCALE ACCORDINGLY
W
0
QR
V
DATE:
10/18/18
J
J
FIELDBOOK:
PAGE:
Ir
DRAWING NO:
It
C 12
LU
C
SHEET: 12 OF: 34
CV
T
C]
I
CV
i
VJ
Z
LLI
rr
Q
CD
J_
rr
rr
Uj
G
w
w
a
FL
CAP
22-112' BEND
TEE
45' BEAD
THRUST 13LOCX BEARING AREA IN SQUARE fE£T (SEE NOTES) FOR 1HOR12ONTAL
AMID DOWNIhARD VERTICAL RINDS
SOIL
FIRM SALT OR FIRM SILTY SANG
C01APACT SAND
COMPACT SAND & GRAVEL
90,
4S' BEND
11 1 /4'
90`
45' BEND
0 1/4'
90'
45- BEMD
11 1 /4-
FITIING
BEND
TEE
GAP 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
I.6
1.0
B"
1 A. 3
94
9.,4
3.8
6.7
4.7
4.7
1.9
5.0
3.5
3.5
1.4
8'
23.3
1 1E.7
1 16.7
1 6.7
1 11.7
1 8.4
1 8.4
1 3.d
8.8
6.3
6.3
25
12"
53-0
1-57-51
31.5
1 15-0
125.5
1 15-8
1 18.8
1 7.5
y0_fl
14.0
;4.0
5_6
AREA5 CAtiLCOLAMII) ON 500. 551 TCst PkS�uNC. Y-D"
MIN. Q0VtR FOR WATEr2'MAIN LESS Ti-LAH 12" ^
4'-0" MEN, 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'
THRUST BLOCK BE,
AREA REFERS To -
FACE OF BLOCK MI
IN SQUARE FEET
NOTES.
1- LOCATION AND 57E OF DLOCKIWG FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER_
2. ALL 61.00KI4G SHALL BE POURED IN PLACIE AGNNST LJND15TVRUED NA-TIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER 414, 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE i-iA' i REACHED NQMINAL GQMPRE55IVL STRENGTH,
4. ALL BLOCKING SHALL BE CONCRETE CL 5
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE uREATEST FITTING SURFACE AREA
POS'SIOLE, O0T SHALL .NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED -
CONCRETE 13LOCKING FOR STD. PLLikN - 330.2
* DEPARTMENTTPUBLIC WORKSHORIZONTAL AND DOlfl+�l' WARD
�
VERTICAL BENDS MARCH 2010
CONCRETE BLOCKING FOR HORIZONTAL
AND DOWNWARD VERTICAL BENDS
NOT TO SCALE
W . Gq�
9706 4th Ave NE �O of "easy, F
Suite 300 �� �P Digita
Seattle, WA 98115 co imo�
n
elein
P: 206.523.0024
F:206.523.1012 �O 4,?Ql8.10.
www.dcgengr.com NAL
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
1-1 /2" AND 2" WATER SERVICE DETAIL
CAUTION: VALVE BOX SHOULD NOT REST ON
PIPE. LATER COMPACTION IN AREA OF VALVE BOX
COULD CAUSE THE BREAKAGE OF THE SERVICE.
Q - Q
PIPING
w
w
Z
Z
J
J
IN UNIMPROVED
>
RIGHT-OF-WAY INSTALL METERof
a
BOX AT PROPERTY LINE WITH
Uj
a_
12" LONG COPPER TAILPIECE
o_
o_
L- n- Iri'�QQIhI!•�
in Ri rs
! I m
1RILL 2" DIA. HOLE FOR
OUCHREAD DEVICE
2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP
BETWEEN CURB & SIDEWALK
1. 2" tapped tee, on new water main.
2. 4" long X 2" brass nipple with threaded ends (MIPT).
3. 2" resilient seat gate valve with threaded ends, square operating nut,
and valve nut extension if required (see standard detail 330.1).
4. Two piece cast iron valve box. Standard 8" top section with regular
base section, length to fit, "lug" type cover. 2" brass bushing (MIPT x
FIPT).
5. 2 each 2" brass or bronze nipples 6" length, threaded ends. 2 each
2"-90' brass or bronze elbows (FIPT x FIPT),
6. 2" (MIPT) x compression fitting, Ford C84-66 or equal.
7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to
fit.
8. 2" threaded brass 90' ell.
9. 2" Customsetter with by-pass Ford: VBH 86-12B-11-77 (x 17-3/16"
), McDonald Brass: 30B715WDFF775 or Mueller B-1427-2", with flanged
angle ball valve and padlock wings on inlet, and angle check valve
outlet, ball valve on bypass with padlock wings. Customsetter shall
have vertical inlet and outlet.
10. Rigid meter spreader to be supplied and installed in meter setter by
contractor.
11. Water meter shall be supplied and installed by City of Renton upon
payment of all related water meter fee and satisfactory pressure and
purity tests.
12. 17"x3O" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series
MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31"
equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole
for touchread pit lid, and meter read lid.
13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66
or equal. The property owner is responsible for any necessary adaptation or
extension of water service.
NOTE:
ALL METER BOXES INSTALLED IN CONCRETE OR PAVED
DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC
FOUNDARY.
EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH
SIDES OF METER BOX.
BY PASS NOT ALLOWED
FOR IRRIGATION METERS
CRUSHED ROCK
BASE TO SUPPORT
VAULT.
QUICK -JOINT
COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS
THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF
MORE THAN ONE RIB.
PIPII
MATERIAL LIST FOR 1-1 /2" SERVICE: METER LOCATED IN PLANTING STRIP
BETWEEN CURB & SIDEWALK
1. 2" tapped tee on new water main.
2. 4" long X 2" brass nipple with threaded ends (MIPT).
3. 2" resilient seat gate valve with threaded ends, square operating nut, a
valve nut extension if required (see standard detail 330.1).
4. Two piece cast iron valve box. Standard 8" top section with regular be
section, length to fit, "lug" type cover.
5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT). 2 each 1-1/2" brass or
bronze nipples 6" length, threaded ends. 2 each 1-1/2"-90` brass or
bronze elbows (FIPT x FIPT).
6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal.
7. 1-1/2" soft copper tubing type K or brass nipples (MIPT x MIPT), lengt
to fit.
8. 1-1/2" threaded brass 90' ell, for Ford L44-77 or equal.
9. 1-1/2" Customsetter with by-pass Ford: VBH 86-12B-11-66 (x
13-3/16"), McDonald Brass: 30B612WDFF665 or Mueller B-1427-1 1/2"
with flanged angle ball valve and padlock wings on inlet, and angle chel
valve outlet, ball valve on bypass with padlock wings. Customsetter sh1
have vertical inlet and outlet.
10. Rigid meter spreader to be supplied and installed in meter setter by
contractor.
11. Water meter shall be supplied and installed by City of Renton upon
payment of all related water meter fee and satisfactory pressure and
purity tests.
12. 17%30" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series
MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31"
equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole
touchread pit lid.
13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford
C-14-66 or equal. The property owner is responsible for any necessary
adaptation or extension of water service.
Y STD. PLAN - 320.Z
PUBLIC WORKS 1 12" AND 2" WATER SERVICE LOCATED
NL DEPARTMENT IN PLANTING STRIP°
�NTp
'nin
SHACKLE RODS
a
J
4dv
�
P',
n
d o J
.f
d
d Ad 4
`1d
M1`.1
S
a
� �
S
I' 7
TYPE A
TYPE B BLOCKING
FOR 45' VERTICAL BENDS
V6
S
d
L
a
0Z'
w
�
p
w
w
�
0 U)
u7
0
Ljjm
m
w Y
_
d
`'
��
� Lek
Z W
Ld0
Li
� L
W
<
}
L]m
�
pw
_
W
�CaU
Lj
It
1i-
NZ
D
CSC
F-
LU
��
C�7
ZZ
0 -
0-
w
L
Q
to
¢
a
CL
w
a.
0
4"
3DO
45
27
3
a/4
20
6"
64
4
2181
.61
30
TYPE A BLOCKING
FOR 11 1/4' & 221/2° VERTICAL BENDS
V6
S
d
L
tn
li d
Ln
Z W
L
W -
a-
J
Cu
r
0
L)
Z-)
Z-)oZ
C_3
Lei
Ln
0crz_
�oa
a
w
}
00
CL
LLI
CL
0
+4"
M0
1 I i�
8
2
3/4
1 B
2 2 t 2
12
21a
1 24
6"
300
127
23 ¢
3/4
24
22t 2
8"
300221
143
za
3/4
24
2
31
1114
64
4
t
24
12"
300
22t/2
125
5
1
36
R = INSIDE RADIUS OF SHACKLE TROD BEND
SHACKLE RODS
f Tin 5 n
TYPE B
CONCRETE BLOCKING FOR VERTICAL SM. PLAN - 330.3
PUBLIC WORKS
+ FITTINGS
DEPARTMENT
t O MARCH 2O10
INSIDE BUILDING INSTALL FOR 3" AND LARGER CONCRETE BLOCKING FOR
DETECTOR DOUBLE CHECK VALVE ASSEMBLY (WA5 VERTICAL FITTINGS (WA6
NOT TO SCALE C06 NOT TO SCALE �O6
3
CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #3
CT
10/17/18
2
CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #2
CT
09/18/18
1
CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #1
CT
07/26/18
N0.
REVISION
BY
DATE
SURVEYED: SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991
DESIGNED:
CT
DRAWN:Agf�
RB/CT ONE INCH DATU M
CHECKED: AT FULL SCALE
TG IF NOT ONE INCH
PPR APPROVED: SCALE ACCORDINGLY
TG
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
W-401203
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER UTILITY DEVELOPMENT ENGINEERING
Abdoul Gafour 10/25/2018 fClalf 10/25/2018
o
• MERRILL GARDENS AT RENTON CENTER- ADDITION
C TY 0 F
R E N TO N 104 BURNETT AVE S, RENTON, WA 98057 ;%R]
valliv
Planning/Building/Public Works Dept. CITY DETAILS- WATER (CONT.)
10/18/18
PAGE
DRAWING NO:
C13
SHEET: 13 OF: 34
T
0-
C/)
Z
W
It
Q
0
J_
IIr
It
CLLI
G