HomeMy WebLinkAboutzS-3447SetEd
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
w
z
v
w
0
ry
n
l
SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS
AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND
THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED
BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION,
LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT
SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN
AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN
LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH
OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE
PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE
SAME AS DESCRIBED.
10. OPEN ROAD CUTS: OMITTED
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE
STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE
PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF
CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE
CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS
WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL,
TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING
SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND
MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER
MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A
PRE- CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON
PLAN REVIEWER.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC
WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON
PUBLIC WORKS DEPARTMENT.
3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED
ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE
PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED
PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON
PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
5. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY
OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND
ELEVATIONS ARE AS NOTED ON THE PLANS.
6. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR
TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE
SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND
THE POTENTIAL FOR ON -SITE EROSION HAS PASSED.
7. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN
OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION
ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS
DEPARTMENT, SURFACE WATER UTILITY SECTION.
8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED
MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES,
SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY
THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR
ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED
BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH
OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING
BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C ", WITH THE
EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE
COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL
AND 90% OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING
SHALL BE 6 INCHES OVER AND UNDER PVC PIPE.
10. STEEL & ALUMINUM PIPE: OMITTED
11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING
LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF
ANY CHANNEL BANK.
12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW
PAVEMENT LEVEL.
13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY
WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF
RENTON PLANNING /BUILDING /PUBLIC WORKS ADMINISTRATOR.
14. ROADSIDE DITCHES: OMITTED
15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE
CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY
THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN
ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS
DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION.
16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY
OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL
OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE
WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT
ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND
MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE
SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND
ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND
SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION
WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY
WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN
APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION
SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD
SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY.
18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT
LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA).
1/4 OF SEC. 15, TWP. 23N, RGE. 5E, W.M.,
EROSION CONTROL CONTROL NOTES
19. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION
PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE
CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING
CONSTRUCTION.
20. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST
BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING
AND /OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER
DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION
AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A
SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING
AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE
EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE,
REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION
CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE
PERMITEE.
21. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON
THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO
MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION
PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE,
THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND
SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO
ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE,
DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE
OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS
ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES
AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE
MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT
ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING
DRAINAGE SYSTEM.
22. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION
CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF
STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES,
RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
23. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH,
ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000
SQUARE FEET, THAT ARE TO BE LEFT UN- WORKED FOR MORE
THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR
PLASTIC COVERING.
24. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND
WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS
OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY
STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED
EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR.
GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE
MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY
PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE
PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR
OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE
THE SPECIFIED TIME PERIOD.
25. EROSION CONTROL PONDS: OMITTED
26. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 15 FEET X 50
FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE
LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO
THE CONSTRUCTION SITE.
Clear Access Opening
Grout Both Sides
loo
v
0
A
Precast Divider
2" Vent Pipes
I
a.
°0
:D CD n
0 o
D.
PLAN VIEW
Adjust To Grade
Inspection Tee
Typical
Tee or
Elbow
3' -2"
Slot
Both Sides
CV
p
I
t e,
Contractor To Core
Drill Or Knockout
Hole In Field
Knockout-
Typical
0
i
N
Locking Frame & Cover
Air & Gas Tight
3 Places (2 Places On 577 -GA)
Water Depth j
N
Grout All Around Slot
Both Sides
Length I Length
SECTION I E Notes:
1. Concrete: 28 Day Compressive Strength Vc = 4500 psi
2. Rebar: ASTM A -615 Grade 60
3. Mesh: ASTM A -185 Grade 65
4. Design: ACI- 318 -02, Building Code
ACTAA R-R;i7 "W-7 --` C ✓nri•nml.- rl..;n
loo
v
0
A
�C
s�i ii
C19
�i ii
I
w
Q
Z
I-
0
LIJ
'3
0
ry
n
NE 4TH STREET
EX
-I- a _-
7 +00
EX. 8 -S
48 +00
49 +00
80
INTERSECTION
STA 50 +00.00 (NE 4TH ST.) =
STA 0 +00.00 (DUVALL AVE, NE)
N 1810001.98, E 1313334.84
N_ V. SSMH
RIM= 408.58
IE= 391.94 (8 -IN, SOUTH)
IE= 381.56 (8°IN, WEST; 8-OUT, EAST)
`f STA 47 +15.36, 42.00' RT
--
-s =- w -nn 11'r - - -- IN - -- w- _ -- w-
ULT-
�.
- �- -
L...... g...,. - - - - °
wa®
to
I ;
I <
U' I PRIVATE WATER LINE TO BUILDING.
83° N 20 POLY, SIDR7.
�rrT REQUIRES SEPARATE PLUMBING PERMIT.
°I SIZING NOT REVIEWED BY THIS PERMIT.
K �
W f -tom - D -
I/ I I j NEW 1.5- WATER METER & SERVICE
PER CITY DTL B107.2 (VIA SEPARATE I I
I
PERMIT, WORK DONE BY `CITY CREWS WATER & SEWER NOTES
UPON PERMIT PYMT.)
1. REFER TO SHEET C1.6 FOR CITY STD. NOTES.
- w - w r - w - 2. STATIC WATER PRESSURE 61 PSI.
I
JI I 3. NEW SIDESEWER PIPE SHALL BE PVC, SDR35. I N
J 4. CONTRACTOR'S SURVEYOR SHALL FIELD VERIFY THE HORIZONTAL I CD CD
EX. FH AND VERTICAL LOCATIONS OF ALL EXISTING STRUCTURES, z
o W UTILITIES AND ELEVATIONS AND REPORT FINDINGS TO
w -I - - -I w X TERRAFORMA PRIOR TO ANY CONSTRUCTION. W
UJ
UJ
I II
�,....� I EX. 1- WATER METER BOX TO BE I Q
I I REMOVED AND SERVICE ABANDONED f
-I I (BY CITY CREWS) �,..��ffr , = °4 J
0 k(,' y 11 ?$j - t.2: J i
y W
00I o >
N
I ;
s
(gGD
h
(.. .. ... ...... ....... _ .... .... .... ............ , ......... .... i .. ._.. ... .._. .. ..... .. ...., .... ........
-� -- = '�----- - - - - -- -- ' = - - -- - - -- --
- -- - -- - - - -a - - - -- - - - -` - -- - -
II I rT -=:1
�I II
I I I I
I I I I
I I
I 1
•,, I I I I
,1{
12Y4 "-
14" -
I
i
11"
12 Y4" -
14" -
CAST IRON RING
RECESSED
LIFT POCKET
CONCRE
CLASS
t TIGHT
NOTES:
1. 8' CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC.
N0. 3698 OR EQUAL. CLEAN OUT SHALL 8E A WATER TIGHT ASSEMBLY. 8 OR 6 INCH CLEANOUT
2. IN UNIMPROVED AREAS, POUR A 1' -0" THICK, 2' -0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND
COVER AS REQUIRED BY STANDARD DETAIL DRAWMC BR36. G1Z Y O� ADOPTED
CITY OF RENTON
P
4 LL
STANDARD PLANS
IST DATE', 03/2005
nATF I RFVISICIN RY lAidlop'nil DWG. NAME: 6076 -1 SP PAGE: B076.1
CAUTION VALVE BOX SHOULD NOT REST ON ?
PIPE. LATER COMPACTION IN AREA OF VALVE BOX
nnu[ n CAIISF THE BREAKAGE OF THE SERVICE. I
PRIVATE PLUMBING
SHALL CONNECT
HERE
I. BRASS PLUG
THREADED)
i NOT ALLOWED
[CATION METERS
1-1 /2" AND 2" WATER SERVICE DETAIL
MATERIAL LIST FOR 2" SERVICE WITH METER (,QCATED IN RIGHT -OF -WAY BEHND SIDEWALK DRILL 1 -5 /8" DIA. HOLE
FOR TOUCHREAD DEVICE iFROM 1. 2" lapped tee on new water meter.
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 required (dwg BR41 /page BODO), 4. Two piece cast iron valve box. Standard 8" top section with regular base section. length to
fit, "lug" type cover.
5. 2" brass bushing (MIPT x FIPT) 2 each 2" brass or bronze nipples 6" length, threaded ends 2 RIB
each 2 " -90' brass or bronze elbows (FIPT x FIPT) 2 -1/EST
6. 2" (MIPT) x compression fitting, Ford C84 -66 or equal. AND FRONT EDGE OF PIT LID
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 85- 128 -11 -77 (17- 3/16 ") or McDonald brass
305715WDFF775, with flanged
angle ball valve and padlock wings on inlet, and angle check valve outlet, boil valve on bypass
inl
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. Woter 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 -18 with 2" thick Ductile
iron domond plate cover 18 "x31" equal to Mid- Stotes Plastics, Inc. MSCBC- 1730 -R with
1 -5/8" drilled hale for touchread pit lid, and meter read lid.
13. 2" coupling (compression x FIPT ) with 2" P lu g ( MIPT ).
Fo r d C
- 14 - 66 or equal. Th e
property
Y
owner is responsible for any necessary adaptation or extension of .water service.
MATERIAL LIST FOR 11-1/2" 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 if
required (dwg BR46 /page B090).
4. Two piece cast iron valve box. Standard 8" top section with regWor 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 to
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 type K or brass nipples, length to fit. ;
0. 1 -1/2" pack -joint 90' ell, for Ford L44 -77 or equal.
9. 1 -1/2" Customsetter with by -pass Ford VSH 66 -12B x 13- 3/16" or McDonald brass, with
flanged
angle ball valve and padlock wings on inlet, and angle check valve outlet, boll 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 Olt
related water meter fee and satisfactory pressure and purity tests.
12. 17 "x30" equal to Mid - States Plastics, Inc. BCF Series MSBCF 1730 -18 with 2" thick Ductile
iron domond 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 FIPT) with 1 -1/2" plug (MIPT), Ford C -14 -66 or equal.. The 1_12" & 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 �1`�Y O,n ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
I`naTF aFtnclnnl av noPR'n DWG. NAME: B1072 SP PAGE: 8107.2
CITY PERMIT ' /
MTE:
CARL'S J R- H I LLCREST SQUARE 1/15/08
for FIELDBOOK:
CARL KARCHER ENTERPRISES, INC. PAGE
DRAWING N0:
4525 NE 4th Street, Renton, WA 98059
WATER & SEWER PLAN 5 "ELF:
OF. 6
0_0' s 4701 0- 344701 Cs a1.
LEGEND
NW 1/4 OF SEC. 15, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA
NOTE
EXISTING
PROPOSED
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS
SHOWN IN AN APPROXIMATE WAY ONLY.' THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
8,. i ^I-
a�
- - - tN -
WATER MAIN
UTILITIES BEFORE COMMENCING WORK:
8"
r S
EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR
- -- -
�-
SEWER MAIN
SHALL FIELD VERIFY EXISTING GRADES AND N011FY 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
®
WATER METER
BEFORE YOU DIG
X
GATE VALVE
( IN FEET )
1 -800 -424 -5555
--
O
SEWER MANHOLE
=
1 inch 20 ft.
- - - - - - - - -` - --
- OHP /OHT -
- - - - -
OHP OHT----.------------
........ :;
-
.
_.
I
O�
NE 4TH STREET
EX
-I- a _-
7 +00
EX. 8 -S
48 +00
49 +00
80
INTERSECTION
STA 50 +00.00 (NE 4TH ST.) =
STA 0 +00.00 (DUVALL AVE, NE)
N 1810001.98, E 1313334.84
N_ V. SSMH
RIM= 408.58
IE= 391.94 (8 -IN, SOUTH)
IE= 381.56 (8°IN, WEST; 8-OUT, EAST)
`f STA 47 +15.36, 42.00' RT
--
-s =- w -nn 11'r - - -- IN - -- w- _ -- w-
ULT-
�.
- �- -
L...... g...,. - - - - °
wa®
to
I ;
I <
U' I PRIVATE WATER LINE TO BUILDING.
83° N 20 POLY, SIDR7.
�rrT REQUIRES SEPARATE PLUMBING PERMIT.
°I SIZING NOT REVIEWED BY THIS PERMIT.
K �
W f -tom - D -
I/ I I j NEW 1.5- WATER METER & SERVICE
PER CITY DTL B107.2 (VIA SEPARATE I I
I
PERMIT, WORK DONE BY `CITY CREWS WATER & SEWER NOTES
UPON PERMIT PYMT.)
1. REFER TO SHEET C1.6 FOR CITY STD. NOTES.
- w - w r - w - 2. STATIC WATER PRESSURE 61 PSI.
I
JI I 3. NEW SIDESEWER PIPE SHALL BE PVC, SDR35. I N
J 4. CONTRACTOR'S SURVEYOR SHALL FIELD VERIFY THE HORIZONTAL I CD CD
EX. FH AND VERTICAL LOCATIONS OF ALL EXISTING STRUCTURES, z
o W UTILITIES AND ELEVATIONS AND REPORT FINDINGS TO
w -I - - -I w X TERRAFORMA PRIOR TO ANY CONSTRUCTION. W
UJ
UJ
I II
�,....� I EX. 1- WATER METER BOX TO BE I Q
I I REMOVED AND SERVICE ABANDONED f
-I I (BY CITY CREWS) �,..��ffr , = °4 J
0 k(,' y 11 ?$j - t.2: J i
y W
00I o >
N
I ;
s
(gGD
h
(.. .. ... ...... ....... _ .... .... .... ............ , ......... .... i .. ._.. ... .._. .. ..... .. ...., .... ........
-� -- = '�----- - - - - -- -- ' = - - -- - - -- --
- -- - -- - - - -a - - - -- - - - -` - -- - -
II I rT -=:1
�I II
I I I I
I I I I
I I
I 1
•,, I I I I
,1{
12Y4 "-
14" -
I
i
11"
12 Y4" -
14" -
CAST IRON RING
RECESSED
LIFT POCKET
CONCRE
CLASS
t TIGHT
NOTES:
1. 8' CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC.
N0. 3698 OR EQUAL. CLEAN OUT SHALL 8E A WATER TIGHT ASSEMBLY. 8 OR 6 INCH CLEANOUT
2. IN UNIMPROVED AREAS, POUR A 1' -0" THICK, 2' -0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND
COVER AS REQUIRED BY STANDARD DETAIL DRAWMC BR36. G1Z Y O� ADOPTED
CITY OF RENTON
P
4 LL
STANDARD PLANS
IST DATE', 03/2005
nATF I RFVISICIN RY lAidlop'nil DWG. NAME: 6076 -1 SP PAGE: B076.1
CAUTION VALVE BOX SHOULD NOT REST ON ?
PIPE. LATER COMPACTION IN AREA OF VALVE BOX
nnu[ n CAIISF THE BREAKAGE OF THE SERVICE. I
PRIVATE PLUMBING
SHALL CONNECT
HERE
I. BRASS PLUG
THREADED)
i NOT ALLOWED
[CATION METERS
1-1 /2" AND 2" WATER SERVICE DETAIL
MATERIAL LIST FOR 2" SERVICE WITH METER (,QCATED IN RIGHT -OF -WAY BEHND SIDEWALK DRILL 1 -5 /8" DIA. HOLE
FOR TOUCHREAD DEVICE iFROM 1. 2" lapped tee on new water meter.
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 required (dwg BR41 /page BODO), 4. Two piece cast iron valve box. Standard 8" top section with regular base section. length to
fit, "lug" type cover.
5. 2" brass bushing (MIPT x FIPT) 2 each 2" brass or bronze nipples 6" length, threaded ends 2 RIB
each 2 " -90' brass or bronze elbows (FIPT x FIPT) 2 -1/EST
6. 2" (MIPT) x compression fitting, Ford C84 -66 or equal. AND FRONT EDGE OF PIT LID
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 85- 128 -11 -77 (17- 3/16 ") or McDonald brass
305715WDFF775, with flanged
angle ball valve and padlock wings on inlet, and angle check valve outlet, boil valve on bypass
inl
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. Woter 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 -18 with 2" thick Ductile
iron domond plate cover 18 "x31" equal to Mid- Stotes Plastics, Inc. MSCBC- 1730 -R with
1 -5/8" drilled hale for touchread pit lid, and meter read lid.
13. 2" coupling (compression x FIPT ) with 2" P lu g ( MIPT ).
Fo r d C
- 14 - 66 or equal. Th e
property
Y
owner is responsible for any necessary adaptation or extension of .water service.
MATERIAL LIST FOR 11-1/2" 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 if
required (dwg BR46 /page B090).
4. Two piece cast iron valve box. Standard 8" top section with regWor 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 to
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 type K or brass nipples, length to fit. ;
0. 1 -1/2" pack -joint 90' ell, for Ford L44 -77 or equal.
9. 1 -1/2" Customsetter with by -pass Ford VSH 66 -12B x 13- 3/16" or McDonald brass, with
flanged
angle ball valve and padlock wings on inlet, and angle check valve outlet, boll 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 Olt
related water meter fee and satisfactory pressure and purity tests.
12. 17 "x30" equal to Mid - States Plastics, Inc. BCF Series MSBCF 1730 -18 with 2" thick Ductile
iron domond 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 FIPT) with 1 -1/2" plug (MIPT), Ford C -14 -66 or equal.. The 1_12" & 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 �1`�Y O,n ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
I`naTF aFtnclnnl av noPR'n DWG. NAME: B1072 SP PAGE: 8107.2
CITY PERMIT ' /
MTE:
CARL'S J R- H I LLCREST SQUARE 1/15/08
for FIELDBOOK:
CARL KARCHER ENTERPRISES, INC. PAGE
DRAWING N0:
4525 NE 4th Street, Renton, WA 98059
WATER & SEWER PLAN 5 "ELF:
OF. 6
0_0' s 4701 0- 344701 Cs a1.
w
z
U
w
J
0
ry
n
l 011CUMATITAMN,041 A , ■
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS
AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND
THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED
BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION,
LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT'
SHALL TAKE PRECEDENCE OVER OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN
AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN
LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH
OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE
PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE
SAME AS DESCRIBED.
10. OPEN ROAD CUTS: OMITTED
11, DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE
STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE
PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF
CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE
CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS
WELL AS PLACEMENT AND COMPACTON OF REQUIRED BEDDING MATERIAL,
TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING
SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
GASKETED ASTM D 3034, SDR 35, OR DUC11LE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND
MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER
MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A
PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON
PLAN REVIEWER.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC
WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON
PUBLIC WORKS DEPARTMENT.
3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED
ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE
PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED
PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON
PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
5. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY
OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND
ELEVATIONS ARE AS NOTED ON THE PLANS.
6. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR
TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE
SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND
THE POTENTIAL FOR ON -SITE EROSION HAS PASSED.
7, ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN
OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION
ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS
DEPARTMENT, SURFACE WATER UTILITY SECTION.
8, GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED
MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES,
SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY
THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR
ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED
BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH
OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING
BASE. ALL PIPE BEDDING SHALL BE APWA CLASS °C WITH THE
EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE
COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL
AND 90% OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING
SHALL BE 6 INCHES OVER AND UNDER PVC PIPE.
10. STEEL & ALUMINUM PIPE: OMITTED
11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING
LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF
ANY CHANNEL BANK.
12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW
PAVEMENT LEVEL.
13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY
WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF
RENTON PLANNING /BUILDING /PUBLIC WORKS ADMINISTRATOR.
14. ROADSIDE DITCHES: OMITTED
15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE
CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY
THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN
ACCURATELY DIMENSIONED, CERTIFIED AS- BUILT DRAWING OF THIS
DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION.
16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY
OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL
OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE
WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT
ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND
MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
17, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE
SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND
ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND
SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION
WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY
WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN
APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION
SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD
SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY.
18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT
LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA).
® pe D
TERRAF-ORMA
PF DESIGN GROUP, INC. 3MO
CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE ®stt
5212 37th Avenue SW Seattle WA 98126
phone 206.923.0590 fax 206.923.3507 email office @terraformadesigngroup.com _
=9 TDG ■'
07029
2 CKE COMMENTS
1 REVISE PER CITY
- PERMIT SUBMITTI
NO.
EROSION CONTROL CONTROL NOTES
19. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION
PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE
CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING
CONSTRUCTION.
20. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST
BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING
AND /OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER
DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION
AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A
SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING
AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE
EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE,
REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION
CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE
PERMITEE.
21. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON
THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO
MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION
PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE,
THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND
SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO
ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE.
DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE
OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS
ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES
AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE
MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT
ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING
DRAINAGE SYSTEM.
22. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION
CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF
STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES,
RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
23. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH,
ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000
SQUARE FEET, THAT ARE TO BE LEFT UN- WORKED FOR MORE
THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR
PLASTIC COVERING.
24. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND
WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS
OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY
STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED
EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR.
GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE
MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY
PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE
PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR
OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE
THE SPECIFIED TIME PERIOD.
25. EROSION CONTROL PONDS: OMITTED
26. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 15 FEET X 50
FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE
LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO
THE CONSTRUCTION SITE.
110101�y[0ii•I
,..
a
ao E
LO
Clear Access Opening -7
Grout Both Sides
Precast Divider
2" Vent Pipes
I
I
SCALE:
1� =20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
D'
1�1
Adjust To Grade
' � (3 0. • C � 4
Inspection Tee
Typical
Slot
Both Sides
nn cV
A.
D
Tee or I I
Elbow -
Contractor To Core
Drill Or Knockout Pipe
Hole In Field p
Knockout C
Typical l,
Locking Frame & Cover
Air & Gas Tight
3 Places (2 Places On 577 -GA)
N
i�
3' -2"
CD
Water Depth D. _
Q N
0 o p.:
I I
Grout All Around Slot
Both Sides
Length 3 Length
TI VIEW Notes:
1. Concrete: 28 Day Compressive Strength Vc = 4500 psi
2. Rebar: ASTM A -615 Grade 60
3. Mesh: ASTM A -185 Grade 65
4. Design: ACI- 318 -02. Building Code
ASTM C -851 "Minimum ;S'tructural Design
GREASE INTERCEPTOR SHALL BE 1200 GAL. utitly sty cturesergroLrnct_ Precast. Concrete
MIN. AS MANUFACTURED BY UTILITY VAULT CO. 5. Loads: H -20 Truck Wheel w/ 30% Impact Per AASHTO
6. Fill w/ Glean Water Prior To Stort =Up Of System -,
OR APPROVED EQUAL. 7. Contractor To Supply & Install All Piping & Sampling Tees
B. Gray Water Only, Black Water Shall Be Carried By
Separate Side Sewer
Design Criteria:
Uniform Plumbing Code - Appendix H
Number Of Meals Waste Flow Retention Storage __ Capacity
Per Peak Hours x x Rate Time x Factor In Gallons
220 2 1.5 1.5 990 (USE 1200 GAL. MIN.)
GREASE INTERCEPTOR
SCALE: N.T.S.
u
4�yy 1 t
0
i
CV
!
"
v
0