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TESTING DETAIL
O NEW D.I. WATER LINE
TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING
TAPPING GATE VALVE (FL XMJ) 1-BUND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BUND FLANGE ON BOTTOM
AND 2-INCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF
CONCRETE BLOCKING TEMPORARY BLOCK
FINAL CONNECTION DETAIL
F�_]I@FNEW D.I. WATER LINE
(AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
NOTES:
1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR
EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES
AND VALVES SHALL BE WATER TESTED BEFORE TAP
2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT
LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN.
3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE
4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY
SPEER TAP OR SUPERIOR TAPPING INC.
5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL
ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING
STUB.
6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL.
l�Y o STD. PLAN - 300.1
�► PUBLIC WORKS CONNECTION TO WATER MAIN WITH
�NTo� DEPARTMENT TAPPING TEE & VALVE i `'., RC H 2O10
n
0
n
v ��
11-1/4" BEND
�1
CAP
\ %
S' All
/
22-1/2" BEND
TEE
45" BEND
90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT FIRM SILTY SAND
COMPACT SAND
COMPACT SAND & GRAVEL
90'
45' BEND
11 1/4'
90'
45' BEND
11 1/4'
90'
45' BEND
11 1/4'
FITTING
BEND
TEE
CAP 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
1.6
1.0
6"
13.3
9A
9.4
3.8
6.7
4.7
4.7
1.9
5.0
3.5
3.5
1.4
8"
23.3
16.7
16.7
6.7
11.7
8.4
8.4
3.4
8.8
6.3
6.3
2.5
12"
53.0
37.5
37.5
15.0
126.5
18.8
18.8
7.5
20.0
14.0
14.0
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. S-O" MIN. COVER FOR WATERMAIN LESS THAN 12".
4'-0" MIN. 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'
iRUST BLOCK BE
2EA REFERS TO
\CE OF BLOCK M
IN SQUARE FEET
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2').
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
CONCRETE BLOCKING FOR STD. PLAN - 330.2
e PUBLIC WORKS
DEPARTMENT HORIZONTAL AND DOWNWARD
VERTICAL BENDS MARCH 0LO
CONCRETE
THRUST BLOCK
16" x 8" x 4" MININUM
CONCRETE BEARING
BLOCK UNDER HYDRANT
1
06
CUT
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH 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 /8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOOR E/PRESERVATIVE
PAINT No. 5780-563 DTM 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 REQUIRED.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG
5'x5x6" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK.
EXPANSION JOINT AT
BACK OF SIDEWALK
2"�
CONCRETE SIDEWALK
�OR PLANTING STRIP
/T,/
36" MIN
COVER
0rcr.
MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
1' ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
TIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS
6" CONCRETE PAD
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
CONCRETE BLOCKING
ONE MAN ROCK-
1
6
LEVEL ALL GROUND
MIN 3' RADIUS
6" CONCRETE PAD
FILL
HYDRANT LOCATION IN CUT OR FILL
z Y STD. PLAN - 310.1
+ + PUBLIC WORKS FIRE HYDRANT ASSEMBLY
DEPARTMENT
� ,Tp MARCH 2O10
LANDING
GRADE BREAK -
SEE CO NTRACT PLANS -
4' - Cr MIN
CEMENT CONCRETE
SIDEWALK -- SEE NOTE 5
FLARE (TYP.)
318" EXPANSION
JOINT (TYP.) -SEE
STANDARD PLAN F-30.10 /
GRADE BREAK Z /
CURB, OR CURS
AND GUTTER -
SEE NOTE 4 -
FACE OF CURB
MEASURED PARALLEL
TO CURB (TYP.)
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
CITY
PRIVATE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER UD AND 2" DRILLED HOLE
PIPING
PIPING
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
z
I
IN UNIMPROVED RIGHT OF
WAY INSTALL METER BOX AT
PROPERTY LINE WITH 12"
>-'
w
LONG COPPER TAILPIECE.
w
9" MIN
0I
SIDEWALK
0
12" MAX
FINISH GRADE
<;
z ¢ W
TOUCHREAD WATER
>
METER TO BE
0 o SUPPLIED BY THE 12 z a
35" MIN COVER N M CITY
TYPE "K" SOFT o 0
COPPER TUBING a Iq 0
22-1/2'
NEW DUCTILE
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE IS 3/4" OR 1"
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR
MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER. FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2
(3/4" FB1000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
N OTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
ADRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
rrr
TYPICAL
RIB
01[6111119
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.
'S Y
n PUBLIC WORKS 3, "AND 1 "WATER SERVICE STD. PLAN - 320.1
DEPARTMENT
NOVEMBER 2009
A CURB RAMP V4ADTH 4' - 0" IAIN- LANDING TO MATCH
CURB RAMP WIDTH -- SEE CONTRACT PLANS
LANDING
GRADE BREAK
CURB RAMP
SEE CONTRACT PLANS - CEMENT CONCRETE
4' - 0" MIN- SIDEWALK - SEE NOTE 5
I PROVIDE SMOOTH TRANSITION
TO SIDEWALK VIA DTH
(TYP.) SEE CONTRACT PLANS -
* 4'- )'MIN.
316" EXPANSIGN
JOINT (TYP.) -SEE +
CURB RAMP STANDARD PLAN F-30.10
1 1 w
GRADE
BREAK TRANSITION TO SIDEWALK. BUFFER, IF
PRESENT, OR TO BACK OF CURB (TYP.) -
E:: SEE CONTRACT PLANS ,i
ESE
CURB, OR CURB
1 - AND GUTTER -
1 DETECTABLE WARNING SURFACE - SEE NOTE 4 a
SEE STANDARD PLAN F-45.10
FACE OF CURB
DEPRESSED CURB AND GUTTER -
SEE NOTE 4
CROSSWALK
L
1 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10
FOR CURB RAMP LENGTHS GREATER THAN & - V PROVIDE
WATER MAIN
2" CLOSE NIPPLE
2" 90' ELBOW)
CONCRETE BLOCKING
IF ADDITIONAL ADJUSTMENT IS
REQUIRED, INSTALL 2-2" CLOSE
NIPPLE AND 2-2" 90' BEND, SCREWED
AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN
f PLANTER OR CAST IRON BOX IN PAVED
r 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" TOP SECTION, 6" MAX.
WITH REGULAR BASE SECTION
LENGTH TO FIT. „
2 RESILIENT SEATED
2 1/2" NST (HOSE)
GATE VALVE, SCREWED
AND 2 1/2" FNST
2" GALVANIZED
CAP WITH GASKET
PIPE 12" LONG
2" CLOSE NIPPLE
2"x2"x2" TEE AND 2" CAP
BETWEEN CAP OR PLUG
2" CLOSE NIPPLE BEWTEEN TEE
AND 2" 90' ELBOW
_
AND 90' ELBOW.
o'oa.
°0-a.0,00
ao°opao00 °oI.o.
INSTALL 4 MIL POLYETHYLENE 18" MAX. °e o'0 op0 =Q o m0
2" 90' ELBOW
PLASTIC COVER OVER WASHED
o°noo°oo� Dorn
o° °oo°, 000'000:
GRAVEL. CUT HOLE FOR PIPE
10 CU. FT. WASHED GRAVEL PASSING
1-1/2" AND RETAINED ON 1/4" MESH
FOR DRAIN
ELEVATION
SY O
� STD. PLAN - 340.1
PUBLIC WORKS 2" BLOW -OFF
DEPARTMENT PERMANENT ASSEMBLY
� MARCH 2010
A
NOTES
CURB RAMP VNDTH V 0" MIN.
1, At marked crosswalks, the connection between the curb ramp and the road -
LANDING E MATCH CURB RAMP
I � WYIDTH -SEE CONTRACT PLANS
way must be contained within the width of the crosswalk markings-
Y 9 5
2. Where "GRADE BREAK" is called out, the entire length of the grade break
2.
GRADE BREAK
between the two adjacent surface planes shall be flush-
3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten-
ances on any part of the Curb Ramp or Landing, or in front of the Curb
Ramp where it connects to the roadway.
I MIN. SEE CONTRACT
4. See Contract Plans for the curb design specified. See Standard Plan
PLANS - 4'- O"MIN.
*
F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
IV BUFFER 4NDTH - MATCH
Pedestrian Curb details.
I 'r+ TO CURB RAMP DEPTH
(TYP1
5. See Standard Plan F-30.70 for Cement Concrete Sidewalk Details. See
D
L V,
Contract Plans for width and placement of sidewalk.
6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the
adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian
l4
Curb, or Sidewalks,
7. The Curb Ramp length is not required to exceed 15 feet (unless shown
CEMENT CONCRETE
otherwise in the Contract Plans). When applying the 15-foot max. length,
PEDESTRIAN culRe-
SEE NOTE 4
the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a
D
single constant slope from bottom of ramp to top of ramp to match into
DETECTABLE WARNING SUPFACE -
the landing over a horizontal distance of 15 feet. Do not include the
SEE STANDARD PLAN F-46-10
abutting landing 1n the 15-foot max. measurement.
DEPRESSED CURB AND GUTTER
8. Curb Ramps and Landings shall receive a broom finish. See Standard
CROSSWALK
Specifications 8.14.
L9,
Pedestrian Curb may be omitted if the ground surface at the back of the
Curb Ramp andfor Landing will be at the same elevation as the Curb
Ramp or Landing and there will not be material to retain.
PLAN VIEW CONTRACTION JOINT EQUALLY SPACED W - 0" MN. OC PLAN VIEW
TYPE PERPENDICULAR A TYPE PERPENDICULAR B
DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER)
SEE STANDARD PLAN F-49.10
4' • 0" MIN 15' - 0" MAX. {TYP.) GRADE BREAK
SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE T COUNTER SLOPE
SEE STANDARD PLAN F-34.10 * GRADE BREAK 5.0% MAX
TOP OF ROADNAY
LANDING CURB R"P
DEPRESSED CURB AND GUTTER -
SECTION
SEE STANDARD PLAN FA0.12
{ A
CEMENT CONCRETE CURB RAMP "TYPE ['FMFN- C'CINCRFTI CURB RAMP'TVPE
CEMENT GONGKETE PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT
PEDESTRIAN CURB -
5EE NOTE 4
DETECTABLE WARNING SURFACE -
$EE STANDARD PLAN F-65.10
3" R. TYP DEPRESSED CURB AND GUTTER -
SEE NOTE 4
CEMENT CONCRETE CURB
AND GUTTER- SEE NOTE 4
CURB RADIUS DETAIL
S NMES
of WAsr,�I `Q 6 AS -BUILT DRAWINGS
Encompass 'T Nr 'c� 5 REVISED DITCH STORM DRAIN
00 z tit 4 TAPER FRONTAGE CURB MOVE SS
ENGINEERING & SURVEYING z /
3 REVISED PER CITY REVIEW
Western Washington Division f 2 REVISED PER CITY REVIEW
0
165 NE juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■Phone: (425) 392-0250 ■Fax: (425) 39 I -3055 38285
Eastern Washington Division, Isf� 1 REVISED PER CITY REVIEW /ADD VAULT
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 sIONAL N 0. REVISION
ISOMETRIC VIEW
TYPE PERPENDICULAR A PAY LIMIT
JEF 09/04/18 TJR
BCS
11/27/11
TJR
SURVEYED: ----
BCS
11/17/17
TJR
DESIGNED:
TJR
BCS
4/20/17
NEM
BCS
3/20/17
TJR
DRAWN: BCS
BCS
2/16/17
TJR
CHECKED:
TJR
BY
DATE
APPR
APPROVED:
TJR
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
LEGEND
SLOPE IN EITHER DIRECTION
*
1 5 OR FLATTER RECOMMENDED FOR
DESIGNIFQRMWORK (2% MAX.)
*
7.5% OR FLATTER RECOMMENDED FOR
DESIGNIFORMwORK (8.3%MAX.)
* *
9 5% OR FLATTER RECOMMENDED FOR
DESIGNIFORMWORK (10% MAX-)
ISOMETRIC VIEW
TYPE PERPENDICULAR. B PAY LIMIT
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
100� �28680
*
g 4ISTBa
ss104VA 1,
q or
PERPENDICULAR
CURB RAMP
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: Date:
STANDARD PLAN F-40.15-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION BY: Date:
Jun -lllfi_:%V'll
AIIIIIIIIIIi STATE DESIGN 2KC4NEER
79 VV-hingl on Stalelnrm D■porof Transpwofion BY: Date.
BY: Date:
DATE:
�% CITY 0F CARPENTER SHORT PLAT 10/27/17
RENTON LUA14-001200 U16-004636 PAGEBOOK:N/A
DRAWING NO:
Planning/Building/Public Works Dept. DETAILS 13708
SHEET: OF:
9 15
R 3 9 0 8 0 8
W 3 9 0 8 0 2