HomeMy WebLinkAboutS-344701Ed
2
Z
Eli 3
0
Of
IL
CALL 48 HOURS 03 Iia WATER METER
EX. US BANK -
. .............................
A ...
..... ..... • b r, L En cc
-47--
cc
EX UJI
-------- 40, - -
RIM= 407.7. IE= 403.Ot
80
INTERSECTION
STA 50+00.00 (NE 4TH ST,) = I
STA 0+00.00 (DUVALL AVE, NE)
N 1810001.98, E 1313334.84
LEGEND
NW 114 OF SEC. 15, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA
NOTE
00
EXISTING
PROPOSED
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS
SHOWN 1N AN APPROXIMATE WAY ONLY. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
8"
8"_W
- - -
WATER MAIN
UTILITIES BEFORE COMMENCING WORK,:
a S
EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR
- -
SEWER MAIN
SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF
12
ANY DISCREPANCIES BEFORE COMMENCING WORK.
- DD-
==------------ --- -•-• -- -
STORM DRAIN
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND
GRAPHIC SCALE
ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO
�
FIRE HYDRANT
CONFIRM EXISTING UTILITY AND GRADE INFORMATION
20 0 10 20 40
CALL 48 HOURS 03 Iia WATER METER
EX. US BANK -
. .............................
A ...
..... ..... • b r, L En cc
-47--
cc
EX UJI
-------- 40, - -
RIM= 407.7. IE= 403.Ot
80
INTERSECTION
STA 50+00.00 (NE 4TH ST,) = I
STA 0+00.00 (DUVALL AVE, NE)
N 1810001.98, E 1313334.84
:Z
LLJ
>
00
1,
40, 1
Tc-
0,
5
>
M
lM
I01,3 I N
fl
w
ow,
...... ... ... ........ .... ... ... .... ... .. . .. ... . ... ... ... .... ... ... ... ... ...
------------
---- --------- ------ --liP.,
it I I
II I L_ _J - s - - II Ism
WL T W�_ W_ W_ W_
,W_ ,
W_
W W W
'
S _t_ S S ED
... ... ... ... . ... ...
. . . . ....... ....... ....
F ...........................
S - - - - s
SURVEYED: SCALE:
VERTICAL- NAVD islas
PAD HORIZONTAL' III 19W/1991 A PTr1rX7 nIQ
I-:;, I r%t�1C_0riII = L-' DESIGNED: I = ZV
PF DESIGN GROUP, INC. 2 CKE COMMENTS PAD 4/14/08 PAD PAD
"LIN
CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 1 REVISE PER CITY COMMENTS PAD 3/24/08 PAD DRAWN; PAD I ONE INCH RENT01
- PERMIT SUBMITTAL PAD 2/8/08 PAD CHECKED: AT FULL SCALH Planning/Building/Public Works Dept.
5212 37th Avenue SW Seattle WA 98126 L 4/14/08 TDG JOB#' PAD IF NOT ONE INCH
phone 206.923.0590 fax 206.923.3507 mail office@terraformadesigngroup.com 07029 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
I tmam I I F
RECESSED
LIFT POCKET
%" - 11 N.C. SOCKET HD
SCREW 1 Y4" LONG
(BRONZE OR S.S.)
Y2" x 2" RAISED PADS
CAST IRON RING AND COVER
CONCR
CLASS
' TIGHT
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
NOTES:
1. 8" CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 6 OR 6 INCH CLEANOUT
2. IN UNIMPROVED AREAS, POUR A I' -0" THICK, 2' -0" 0" SQUARE
CONCRETE, CLASS 3000, PAO AROUND THE RING AND COVER.
4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND ADOPTED
COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36 CITY OF RENTON
STANDARD PLANS
LST DATE! 03/2005
1
HATE I R17VISION i RY !APPR,nl DWG. NAME: B076-1 SP PAGE: B076.1
CAUTION- VALVE BOX SHOULD NOT REST ON -D
PIPE. LATER COMPACTION IN AREA OF VALVE BOX
COULD CAUSE THE BREAKAGE OF THE SERVICE.
10 11 12 p
PRIVATE PLUMBING
M11,L g SHALL CONNECT
12" MAX. HERE
0
4
.(THREADED). 2" BRASS PLUG
BY PASS NOT ALLOWED
FOR IRRIGATION METERS
6 07 13
CRUSHED ROCK BASE
TO SUPPORT VAULT.
1 -1/2" AND 2" WATER SERVICE DETAIL A-A
MATERIAL LIST FOR 2" SERVICE WITH METER LOCATED IN RIGHT -OF -WAY QLBINQ SIDEWALK DRILL 1-5/8' DIA. HOLE
t. 2" tapped tee on new water meter. FOR TOLCHREAD DEVICE
2. 4" long X 2" brass nipple with threaded ends (MIPT).
3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension if TF�D
required (dwg BR41/poge 8090).
4. Two piece cost iron valve box. Standard 8' top section with regular base section, length to
fit, "lug" type cover. � N
5. 2" brass bushing (MIPT x FIPT) 2 each 2" brass or bronze nipples 6" length, threaded ends 2 TY CAL RIB
each 2"-90' brass or bronze elbows (FIPT x FIPT) 2-1/2" MIN, FROM NEAREST
6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. AND FRONT EDGE OF PIT UO
7. 2" soft copper type K or brass nipples, length to fit.
8. 2" threaded brass 90* ell.
9. 2" Customsetter with by-pass Ford VBH 86-128-11-77 (17-3/16") or McDonald brass
3OB715WDFF775, with flanged
angle ball valve and padlock wings on in let, 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"00" equal to Mid-States Plastics, Inc. BCF Series MSBCF 1730-113 with 2" thick Ductile
iron damond plate cover 18"x31" equal to Mid-Stotes Plastics, Inc. MSCBC-1730-R with
1-5/8" drilled hole for touchreod pit lid, and meter read lid.
13. 2" coupling (compression x APT) with 2" plug (MIPT), Ford C-14-56 or equal. The property
owner is responsible for any necessary adaptation or extension of water service,
MATERIAL LIST FOR 1-1/2" SERVICE WITH METER LOCATED IN RIGHT -Of -WAY BEHIND SIDEWALK
L 2" topped tee on new water main
2. 4" long X 2" brass nipple with threaded ends (MIPT).
3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension I',
required (dwg BR46/poge 8090).
4. Two piece cost iron valve box. Standard S' top section with regular base 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 C
2 each 1-1/2"- 90' brass or bronze elbows (FIPT x FIPT) 119434,470 1
6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. F,
7. 1-1/2" soft copper type K or brass nipples, length to fit.
8. 1-1/2" pack-joint 90' ell, for Ford L44-77 or equal.
9. 1-1/2" Customsetter with by-poss Ford VSH 66-120 x 13-3/16" or McDonald brass, 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 oil
. related water meter fee and satisfactory pressure and purity tests.
12. 17"x30" equal to Mid - States tes Plastics. Inc. BICE Series MSBCF 1730-18 with 2" thick Ductile
iron damond plate cover 18'x31" equal to Mid - States Plastics, Inc. MSCBC-1730-R with
1-5/8" drilled hole for touchread pit lid and meter read lid,
13. 1-1/2" coupling (compression x RIFT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The 1-1/2" & 2" WATER SERVICE DETAIL
property owner is responsible for any necessary adaptation or extension of water service, LOCATED IN RIGHT-OF-WAY
NOTE: BEHIND SIDEWALK
SEE BR41-TR ON METER BOX IN DRIVEWAYS ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
DWG, NAME: B107,2 SP PAGEr8107.2
C1 T Y PERMIT #IS B080059t U080012
DATE.
CARL'S JR - HILLCREST SQUARE 1/15/08
for FIELDBOOK:
-
CARL KARCHER ENTERPRISES, INC. PAGE
DRAWING NO:
4525 NE 4th Street, Renton, WA 98059
SHEET: OF.
WATER & SEWER PLAN 6
QB '5--3q4701 0-3l`44701 65 "/A 61)
.40
III
>
O
00
O
LU
:Z
LLJ
>
00
1,
40, 1
Tc-
0,
5
>
M
lM
I01,3 I N
fl
w
ow,
...... ... ... ........ .... ... ... .... ... .. . .. ... . ... ... ... .... ... ... ... ... ...
------------
---- --------- ------ --liP.,
it I I
II I L_ _J - s - - II Ism
WL T W�_ W_ W_ W_
,W_ ,
W_
W W W
'
S _t_ S S ED
... ... ... ... . ... ...
. . . . ....... ....... ....
F ...........................
S - - - - s
SURVEYED: SCALE:
VERTICAL- NAVD islas
PAD HORIZONTAL' III 19W/1991 A PTr1rX7 nIQ
I-:;, I r%t�1C_0riII = L-' DESIGNED: I = ZV
PF DESIGN GROUP, INC. 2 CKE COMMENTS PAD 4/14/08 PAD PAD
"LIN
CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 1 REVISE PER CITY COMMENTS PAD 3/24/08 PAD DRAWN; PAD I ONE INCH RENT01
- PERMIT SUBMITTAL PAD 2/8/08 PAD CHECKED: AT FULL SCALH Planning/Building/Public Works Dept.
5212 37th Avenue SW Seattle WA 98126 L 4/14/08 TDG JOB#' PAD IF NOT ONE INCH
phone 206.923.0590 fax 206.923.3507 mail office@terraformadesigngroup.com 07029 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
I tmam I I F
RECESSED
LIFT POCKET
%" - 11 N.C. SOCKET HD
SCREW 1 Y4" LONG
(BRONZE OR S.S.)
Y2" x 2" RAISED PADS
CAST IRON RING AND COVER
CONCR
CLASS
' TIGHT
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
NOTES:
1. 8" CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 6 OR 6 INCH CLEANOUT
2. IN UNIMPROVED AREAS, POUR A I' -0" THICK, 2' -0" 0" SQUARE
CONCRETE, CLASS 3000, PAO AROUND THE RING AND COVER.
4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND ADOPTED
COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36 CITY OF RENTON
STANDARD PLANS
LST DATE! 03/2005
1
HATE I R17VISION i RY !APPR,nl DWG. NAME: B076-1 SP PAGE: B076.1
CAUTION- VALVE BOX SHOULD NOT REST ON -D
PIPE. LATER COMPACTION IN AREA OF VALVE BOX
COULD CAUSE THE BREAKAGE OF THE SERVICE.
10 11 12 p
PRIVATE PLUMBING
M11,L g SHALL CONNECT
12" MAX. HERE
0
4
.(THREADED). 2" BRASS PLUG
BY PASS NOT ALLOWED
FOR IRRIGATION METERS
6 07 13
CRUSHED ROCK BASE
TO SUPPORT VAULT.
1 -1/2" AND 2" WATER SERVICE DETAIL A-A
MATERIAL LIST FOR 2" SERVICE WITH METER LOCATED IN RIGHT -OF -WAY QLBINQ SIDEWALK DRILL 1-5/8' DIA. HOLE
t. 2" tapped tee on new water meter. FOR TOLCHREAD DEVICE
2. 4" long X 2" brass nipple with threaded ends (MIPT).
3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension if TF�D
required (dwg BR41/poge 8090).
4. Two piece cost iron valve box. Standard 8' top section with regular base section, length to
fit, "lug" type cover. � N
5. 2" brass bushing (MIPT x FIPT) 2 each 2" brass or bronze nipples 6" length, threaded ends 2 TY CAL RIB
each 2"-90' brass or bronze elbows (FIPT x FIPT) 2-1/2" MIN, FROM NEAREST
6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. AND FRONT EDGE OF PIT UO
7. 2" soft copper type K or brass nipples, length to fit.
8. 2" threaded brass 90* ell.
9. 2" Customsetter with by-pass Ford VBH 86-128-11-77 (17-3/16") or McDonald brass
3OB715WDFF775, with flanged
angle ball valve and padlock wings on in let, 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"00" equal to Mid-States Plastics, Inc. BCF Series MSBCF 1730-113 with 2" thick Ductile
iron damond plate cover 18"x31" equal to Mid-Stotes Plastics, Inc. MSCBC-1730-R with
1-5/8" drilled hole for touchreod pit lid, and meter read lid.
13. 2" coupling (compression x APT) with 2" plug (MIPT), Ford C-14-56 or equal. The property
owner is responsible for any necessary adaptation or extension of water service,
MATERIAL LIST FOR 1-1/2" SERVICE WITH METER LOCATED IN RIGHT -Of -WAY BEHIND SIDEWALK
L 2" topped tee on new water main
2. 4" long X 2" brass nipple with threaded ends (MIPT).
3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension I',
required (dwg BR46/poge 8090).
4. Two piece cost iron valve box. Standard S' top section with regular base 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 C
2 each 1-1/2"- 90' brass or bronze elbows (FIPT x FIPT) 119434,470 1
6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. F,
7. 1-1/2" soft copper type K or brass nipples, length to fit.
8. 1-1/2" pack-joint 90' ell, for Ford L44-77 or equal.
9. 1-1/2" Customsetter with by-poss Ford VSH 66-120 x 13-3/16" or McDonald brass, 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 oil
. related water meter fee and satisfactory pressure and purity tests.
12. 17"x30" equal to Mid - States tes Plastics. Inc. BICE Series MSBCF 1730-18 with 2" thick Ductile
iron damond plate cover 18'x31" equal to Mid - States Plastics, Inc. MSCBC-1730-R with
1-5/8" drilled hole for touchread pit lid and meter read lid,
13. 1-1/2" coupling (compression x RIFT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The 1-1/2" & 2" WATER SERVICE DETAIL
property owner is responsible for any necessary adaptation or extension of water service, LOCATED IN RIGHT-OF-WAY
NOTE: BEHIND SIDEWALK
SEE BR41-TR ON METER BOX IN DRIVEWAYS ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
DWG, NAME: B107,2 SP PAGEr8107.2
C1 T Y PERMIT #IS B080059t U080012
DATE.
CARL'S JR - HILLCREST SQUARE 1/15/08
for FIELDBOOK:
-
CARL KARCHER ENTERPRISES, INC. PAGE
DRAWING NO:
4525 NE 4th Street, Renton, WA 98059
SHEET: OF.
WATER & SEWER PLAN 6
QB '5--3q4701 0-3l`44701 65 "/A 61)
.40
III
>
O