HomeMy WebLinkAboutzW-3940 SetGENERAL UTILITY NOTES
1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS.
A 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN
DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE
BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS
RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF
CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY
PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, IX. FIRE HYDRANT
-
INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN
EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR
B REVIEW.
N 3. CAUTION - NOTICE TO CONTRACTOR I 11' UTILITY E
N THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS
SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTIUTIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR
O COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY
Z EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE
LU CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICTNTHTHE
oc C PROPOSED IMPROVEMENTS ON THE PLANS.
4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS AND EXACT BUILDING
H- UTILITY ENTRANCE LOCATIONS.
CTI 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.
X 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. �25' WL BUFFER
Q 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY
2 EXISTING LINE.
oc D 8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. POTHOLE AND VERIFY ACTUAL ELEVATION OF Ex. 12'
U9. ALL UTILITIES SHOULD BE KEPT TEN (101) APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE WATER MAIN AT All CROSSINGS BY NEW STORM LINES
(OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). MAINTAIN 6' MIN. VERTICAL CLEARANCE BETWEEN
10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE PIPES.
(EXISTING AND PROPOSED), THE SANITARY UNE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT ' THICK % 2' X 2' WIDE ETIIAFOAM PAD
LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE BETWEEN INSTALL STALL6WATER AND STORM PIPES
THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI
A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). IF MIN. 6' CLEARANCE CANNOT BE ACHIEVED, LOWER
E 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. SECTION OF WATER MAIN W,TH VERTICAL BENDS AND
12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH BLOCKING AND/OR WITH PIPE JOINT DEFLECTION.
REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. CITY CREW TO PERFORM LOWERING OF Ex. WATER MAIN.
13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES CONTRACTOR SHALL PROVIDE ALL MATERIALS AND
SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. /PERFORM IXCAVATION AND FINAL RESTORATION.
14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND
SPECIFICATIONS.
15. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE
F SERVICE FROM EXISTING FACILITIES AS SHOWN ON ELECTRICAL SITE PLANS. CONTRACTOR TO COORDINATE .1110' UTILITY ESMT.
INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. F
16. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND I EX 15' UPUTY ESMT.-
VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY PROVIDER.
SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS.
17. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE ACCOMPLISHED . ..-.
BY UTILITY PROVIDER
rEX. FIRE HYDRANT
- -15' UnUTY ESMT. Y I 40' ACCESS, GRADING & UTILITY ESMT:
PROP. SITE WALL (TYP.) -
-EXW -- -EXW- LX IV -- -EXJ- Ex N.r
--
X. TRANSFORMER TO BE RE -USD
PROP. 2,000 GALLON
RECLAMATION TANK,
SEE PLUMBING PLANS
IE 6" I14=21.07
IE 6' OUT=20.90
53LF 6' PVC SS XXX@_\
0 1% MIN.
34LF 6" PVC SS-
pROp. SITE 0 1% MIN.
WALL (TYP.) 26LF 6' PVC `.
0 1% MIN.
SD PROP 1,000 GALLON
OIL/WATER SEPARATOR,
SEE PLUMBING PLANS C
IE 6' IN=20.07
-G
IE 6" OUT=19.90
83LF 6' PVC SS
0 1% MIN.
PROP. ABOVE
FUEL. TANK
SANITARY SEWER STRUCTURES I O� a
SADDLE SSMH 01 SSMH 05 - _�_ _------- _ __ - -_--
C-5.1 01 RIM=22:3- 22.4 C-5.1 �' RIM=242- 24.12 20' UTILITY -
PROP. GAS SERVICE
C-9.2 �E 182"I oor�.''".11.0 (EX.) E 8" OU X19;899 SANITARY SEWER NOTES WATER NOTES DECOMMISSIONED EX. DOMESTIC ABBYY DEMO CONTRACT
H c ea ° RIMMH 23.32 Col ESC60-01� 88 SEE SHEET C-5.0 FOR CITY OF RENTON SEWER NOTES SEE SHEET C-7.0 FOR CITY OF RENTON WATER NOTES
E B°'"=}34413.32 SSS ENGINEER'S CONSTRUCTION RECORD CERTIFICATION
IE 8" OUT=433413.17 0
0 3 �-�, SSMH 03 IE 6"=20.* 20.18 SEE SHEET CV -1.0 FOR THE SIGNED ENGINEER'S CONSTRUCTION REOCRD CERTIFICATION
c-5., e ' E a° 112r s.sa G ES� 20.3EGEND
IE 8" OUT -15.61 15.43 4 SS PROPERTY LINE - - PROPOSED SANITARY SEWER PIPE 1 2
PROPERTY LINE-s.o c-5.
en SSMH 04 IE 6"=28:8& 20.98 (OFFSITE)( ) - - PROPOSED SANITARY SEWER
C-S.t V RIM=22.8- 22.66 1
� C��5 EXISTING EASEMENT ----------- CLEANOUT (SSCO)
v IE 8" N=47@316.68 SSCP PROPOSED BUILDING
IE 6"=2H9-21.26 PROPOSED SANITA Y • 1 2
IE 8" OUT --%-&316.56 SEWER MANHOLE SSMH c-5.1 c-5.
i PROPOSED SITE WALL )
SCO O6 EXISTING CURB ----------- P OPOSED 0 W SEPARATOR D 1
TO EMSTING TEL
29LF 6' PVC SS
I
015 MIN. I I
II
1.,40 :I
I
FUEL PUJ
U% 1
- --LI
20.26
8" SS
19.15
CARWASH �❑
WATER FITTINGS
,SENER
EXISTING WATER PIPE
SEWER ENTR ENTRY .'
c 7.0
11-85 IE = 21.5
❑3 1 - 6" 90' BEND
M PROP.
EXISTING FIRE HYDRANT
SERVICE GAS METER
PROPOSED
FFE = 25.0
1 1 - 12"x8" MJXMJxFL TAPPING TEE
PROP. 6" ARE SERVICE PRESENTATION
PROPOSED WATER PIPE
PROP. 27 DOMESTIC C
2 3
SERVICE
1 - 8" GATE VALVE
EXISTING STORM PIPE Ex so -
RPBA
3" FLOOR DRAI , 17LF 6°
C-7.0 C-7.0
SEE PLUMBING WA FIRE
1 - THRUST BLOCK
❑2 1 - 12"x6" MJxMJxFL TAPPING TEE
�2NF 6" PVC SS'r'
0 2% MIN. Ir.ESMT.
D
o l
EX.e25' UTIUTYI .
DuR
S SALES
SS ENTRY
IIIIFI
IE = 21.68 n 111
-PROP. FII
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8_X6'
9
REDUCER
11111F fin WA AROI
CONNECT NEW 2' DOMESTIC 3 B 8
SERVICE TO EASING WATERMAN 1
cl 6' DDCVA IN VAULT PER
REMOVE E%. FIRE HYDRANT STU PLAN 360.4.
INSTALL AL' MJ PLUG ON IX. I a --I INSTALL SUMP TO DRAIN TO (�
SURFACE VIA 6'0 OUTLET
10' UTILITY ESMT. AND PROVIDE POWER.
W W - y/Irl
e - - 15' WATER E LIT.' I_
I
IX. FIRE HYDRANT )
16.67' ACCESS & UTILITY ESMT�I
I I
3
1 C-5.1
2
CROSSING TABLE
CC IE�
UTIL 1
/RECLAIM TANK
■ O
p-4.1 P-4.1
WATER SERVICE METER
U% 1
PROPOSED CURB & GUTTER -
20.26
8" SS
19.15
1.11
WATER FITTINGS
PROPOSED CHAIN LINK FENCE -x
EXISTING WATER PIPE
Exm
c 7.0
JPROPOSED
❑3 1 - 6" 90' BEND
BENT PIPE BOLLARDS
EXISTING FIRE HYDRANT
-Ex GAS -
PROPOSED
FIRE HYDRANT
1 1 - 12"x8" MJXMJxFL TAPPING TEE
PROPOSED ORNAMENTAL FENCE
PROPOSED WATER PIPE
XXTF 6' WA FIRE
2 3
PROPOSED GAS SERVICE
1 - 8" GATE VALVE
EXISTING STORM PIPE Ex so -
RPBA
8" SS
C-7.0 C-7.0
1.30
1 - THRUST BLOCK
❑2 1 - 12"x6" MJxMJxFL TAPPING TEE
EXISTING STORM STRUCTURES
PROPOSED STORM PIPE D
PROPOSED THRUST BLOCK
PROPOSED FDC
VA
�
1
C_7.1
3
1.50
UX 7
1 - 6" GATE VALVE
BETWEEN
1 - THRUST BLOCK
SHOWN SCHEMATICALLY
c-7.1
CROSSING TABLE
1 - THRUST BLOCK
UTIL 1
PROPOSED STORM STRUCTURES
■ O
PROPOSED
WATER SERVICE METER
U% 1
2
20.26
8" SS
19.15
1.11
U% 2
EX. 12" WA
19.0
8° SS
c 7.0
K
❑3 1 - 6" 90' BEND
-
EXISTING GAS LINE
-Ex GAS -
PROPOSED
FIRE HYDRANT
Yr
2
C-zt
18.3
1 - THRUST BLOCK
16.6
PROPOSED GAS SERVICE
Gr
PROPOSED
RPBA
8" SS
1
C -7.o
1.30
® 1 - 6" 45' BEND
I EX. 12" SD
17.75 1
6" WAS
16.25
1.50
UX 7
EX. CROSSING
TO BE ADEQUATE
BETWEEN
1 - THRUST BLOCK
SHOWN SCHEMATICALLY
ONLY; PROPOSED GAS METER
PROPOSED
DDCVA
®
C 7.1
❑5 2" DOM. METER (BY CITY)
COORDINATE
W/ PROVIDER PROPOSED COMMUNICATION LINE
T
PROPOSED
DCVA
5
c 7.1
2 RPBA IN ABOVE GROUND
PROPOSED BURIED ELECTRIC
E
LIGHTING
>b m
ENCLOSURE PER STD PLAN NO. 350.2
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CITY OF
RENTON
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Approved by-
Approved by.
_ Date--
ate__
_ Date--
1505 Westlake Ave. N.
1505
T (206) 522-8510
'� P�Yiy1B+,gg9o`� Approved by.
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Seattle. WA 98109
F (206) 522-8344
www.PncLwo.mH
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nroam Approved by. ----Date__
_
NO.
REVISION
BY DATE APPR
CROSSING TABLE
CROSSING
UTIL 1
UTIL 1
INVERT ELEV
UTIL 2
UTIL 2
CROWN ELEV
A
U% 1
12" SO
20.26
8" SS
19.15
1.11
U% 2
EX. 12" WA
19.0
8° SS
17.9
1.10
NOT USE
-
-
-
-
-
U% 4
6° WA
18.3
8" SS
16.6
1.70
U% 5
EX. 12" SD
17.8 1
8" SS
1 16.5
1.30
UX 6
I EX. 12" SD
17.75 1
6" WAS
16.25
1.50
UX 7
EX. CROSSING
TO BE ADEQUATE
BETWEEN
AS BUILT
12" WA & 12" SO ASSUMED
NOTE EX. WA ASSUMED 3' BELOW EX GRADE
t CONTRACTOR TO ADD VERTICAL BENDS AS
NECESSARY FOR 6" WA TO CLEAR EX. 12" SO
ire.
AS NOTED"°""'
LE ML
DATUM
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IX. SSMH
RIM = 21.63 -
CL CHNL 127 PVC (N -S) 11.85
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-ExW- �-i
- SIGNAGE ESMT.
\ I
\ I
°
8• >b
15' LANDSCAPE-
& UTILITY ESMT.
� m �
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IRR. METER (BY CITY)
1/2' DCVA PER STD PLAN NO 340.8
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EX SSMH
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14IE CL CHNL =
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I
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111 X
IE
1 l I CAIG'S,
7}I -CONNECT TO SS MAIN ILII I
JJ BIE = 15.0 8 8 U�0 RESTORATION AND TRENCH
RESTOtATION
60 WA ARE ARE HYDRAN
10' Unutt ESMT. i x
15LANDSCAPE! bj x
- - - - - & UTILITY ESMT. r
-16.67' ACCESS & UTUTY ESMT. I ACCESS ESMT.
5 UTILITY ESMT.
I
EX SSMH
RIM = 22.51
IE CL CHNL
12' PVC (N -S) - 10.9
X I/
W.
10' LANDSCAPE
I
EAST. TRANSFORMERI
ESMT
I
-EX SS
-15' SIDEWALK ESMT. -
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�® CITY OF
M RENTON
Planning/Building/Public Works Dept.
before you
( IN FEET )
1 inch = 50 rt.
C AUTO E STORE NO. 7252 mii/06/1
THE ;
UTILITY PLAN C-3.0
S-394005 W-394004 R-394045 111610101311
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CITY OF RENTON GENERAL WATER NOTES
A 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE
CITY OF RENTON PUBLIC WORKS STANDARDS SPECIFICATIONS AND SPECIAL PROVISIONS AND
WSDOT/APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF
RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS. A PRE—CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR
TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE
RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
B
C
M
E
F
G
A
J
1\
L
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE
NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS
BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE
NEW AND UNDAMAGED, AND "CATALOG CUTS' FOR ALL MATERIALS SHALL BE APPROVED IN
WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON—SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS
CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH—ON OR MECHANICAL
JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER
ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED
WITH 8—MIL BLACK, TUBE—TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR
PIPE DIAMETER OF 10—INCHES OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12—INCH OR
LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60—INCHES. ANY DEVIATIONS
MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY
CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY
TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT
EXCEED ONE—HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL
TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS
DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY
SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MOD IN UNPAVED AREAS.
ALL PIPE ZONE COMPACTION SHALL BE 95 MODE
w 120 VOLT ELECTRICAL OUTLET FOR
HEAT TAPE. INSTALL HEAT TAPE
FILM FREEZE PROTECTON CENTER BACKFLOW
I as REVEMER W
REDUCED PRESSURE ENCLOSURE
BACKFLOW ASSEMBLY
(RPBA) 3" MIK
3• MN —HAM¢ INSULATED ENCLOSUR
3' MIN. HOT BOY OR EQUAL
3/8- X G' ANCHOR
BOLTS PER
MANUFACIDRER
3' MIN.
CONCRETE SLAB UNION - FINISHED
BE
enDE
FINISHED
GRDE N N
�Ayxwr
1 •0' :. DRAIN
3
R MINIMUM Far4 S EE NOTE 4
F 01
FREE DRAINING ING _ (T_)
RAVEL
go
CONNECT TO Or
WATER ERR
IMMEDIATELY
ADJACENT TO
REBA
FLOW
MATERIAL PER
UPPO. TO OWNERS ELECTRICAL PANEL FRONT VIEW
MATERIAL PER UPC DIRECT BURIAL OR IN RIGID
(SIZE As Rea) canourt PER ELECTRICAL
""`"y°`
SIDE VIEW PERMIT REQUIREMENTS.
NOTES:
1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF BACKFLOW
PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE. PUBLISHED BY STATE OF
WASHINGTON DEPARTMENT CE HEALTH.
2, THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR HER INSPECTON
OF THE INSTALLATON C£ THE RPBA AND PIPING. FIE OMER SHALL RJRNISH, INSTALL AND MAINTAIN THE
RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3 ME RPBA MUST BE TESTED BY A STATE CERTIFIED BACKROW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATM WATER
UTIL17Y CROSS -CONNECTION CONTROL SPECIALIST. FAX N0, 425-430-7241.
4 DRAIN SHALL BE SIZED IN ACCORDANCE AMAX AMA CROSS CONNECTION CONTROL MANUAL STANDARDS
3' DRAIN FOR Is OR SMALLER THAN A 4" DRAIN FOR ISo TO 2' RPBA'A As FOR Be RPBA's.
S RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO ME
WATER METER.
e PUBLIC WARNS REDUCED PRESSURE BACKFLOW �- PINI - 8a0i
DEPARTMENT ASSEMBLY IN HOT BOX
HARCH 2010
REDUCED PRESSURE BACKFLOW ASSEMBLY DETAIL
1505 Westlake Ave. N. T (206) 522-9510
Suite 305 F (206) 522-8399
Seattle. WA 98309 FAMBARAcLAND.00M
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED, AND POURED IN
PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND
SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF
HYDRANTS. MEGA—LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL
JOINTS IN ADDITION TO CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH
THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND
PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A
CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND
REMOVE PLUGS, CORPORATION STOPS, BLOW—OFF ASSEMBLIES, AND THRUST
RESTRAINT/BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE
MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET—TAP VALVE TO AN EXISTING
MAIN UNTIL THE NEW PIPING HAS BEEN FOAM—PIGGED, DISINFECTED, FLUSHED, AND PASSED
BOTH PRESSURE AND PURITY TESTING,
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE
OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR
120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD.
UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE UNE SHALL BE DISINFECTED,
FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC
WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE
DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE
EXISTING WATER SYSTEM, THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND
FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND
FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE,
REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED
FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM.
THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND
COMPLETE SURFACE RESTORATION.
WATFR SFRVICF OFTAII
A A
PI AN ME
VALVE BOX LID WI
EARS IN DIRECTON OF �' `2- SQUARE
WATER MAIN AND WORD OPERATING NUT
"WATER" CAST INTO IT
IN
IR' MAX
4 CONCRETE CELLAR FOR
1P- VALVES IN PAVED AREAS 4-1/9" DIP.
1/B MIN_ MICKNES
SEE DETAIL m� 2 PIECE IRON VALVE TYPNE
BOX, RICH—SEH—SEATRE
OR OLYMPIC FOUNDRY
L STEEL
LENGTH AS REQUIRED
7 1/B” MIN. THICKNESS
2-1/4- INSIDE MEASUREMENT
2-1/1' DEPTH
VALVE OPERATING NUT
SECTION A -A EXTENSION
VAIVF OPERATION NET EXTENSION N07
EXTENSIONS ARE REQUIRED MEN VALVE NUT
IS MORE MAN THREE (3) FEET BELOW
FINISHED GRADE_ EXTENSIONS ARE TB BE A
MINIMUM W ONE (1) FOOT LONG. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, SIZED AS NOTED. AND PAINTED
MY TWE COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR pLL
MAIN LINE VALVES OUTSIDE PAVED AREAS
PUBLIC
O.NWED' ENS VALVE BONU EXTENSIONX. MAANgUKER as PERATINO BTB. ARUCH3 201D
WATER BOX AND EXTENSION DETAIL
CITY OF RENTON AAs NOTED a CITY OF CARIII�_ (_STORE NO. 7252
Approved by. Date___ SUM
WIT R E N TO N
Y� THE AUTO SUPERSTORE
Approved by.Date___ wmA_wl IN
Approved by.___ Date___
WEE DATUM Planning/Building/Public Warks Dept. WATER NOTES & DETAILS
Approved by.______ Date___ N0. REVISION BY DATE APPR WFE �""N"°'"ELT AS -BUILT
W-394005 R-394053 1670
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1505 Westlake Ave. N. T (206) 522-9510
Suite 305 F (206) 522-8399
Seattle. WA 98109 w+Ww.PAcLAND.CON
NTS
CITY OF RENTON
Approved by.______ Date___
Approved by.Date___
Approved by._ __ Date___
Approved by.______ Date___N0.
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MARCH 2010
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NTS
CITY OF RENTON
Approved by.______ Date___
Approved by.Date___
Approved by._ __ Date___
Approved by.______ Date___N0.
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ELEVATION
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INSTALL'All" AMOUNT' I'll
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INSTALLATION MARCH 2010
6" DDCVA DETAII
CITY OF RENTON STANDARD PLANS
REVISION
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tICAL
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ED
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BOXES DRAINING GRAVEL
NOTESE
1. ALL DOUBLE CHECK VALK ASSEMBLIES NAMA'N MUST BE LSTED ON LATEST LIST OF -BACKFLOW PREEENTON
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE, PUBLISHED BY STATE OF WASHINGTIXJ
DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF ME INSTALLATION OF THE DCVA AND PIPING. THE OMNER SHALL FURNISH. INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON TIN PLAN.
3. THE DCVA MUST BE TESTED BY A STATE CERTIBED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT Oel EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UITATY ENGINEERING DEPT. ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALIST. FAX ART 425-430-7241.
4. Di AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
PUBLIC WORKS El TO T DOUBLE CHECK VALVE 81B. PYN -8109
DEPARTMENT ASSEMBLY FOR IRRIGATION OR
RESIOEPRIAL FIRE SPRINKLER MARCH 2010
IRRIGATION DCVA DETAII
NTS T / CITY OF RENTON STANDARD PLANS NTS " `� /
SAS NOTED ""' CITY OF C STORE NO. 7252 1/06/"
WIFE RENTON ----- ,
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INSTALL'All" AMOUNT' I'll
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8PUBLIC WORKS 81 810' DOUBLE CHECK DE
ETCTOR
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INSTALLATION MARCH 2010
6" DDCVA DETAII
CITY OF RENTON STANDARD PLANS
REVISION
.VES FOR
tICAL
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ED
ALL BACKFLOW DEVICES AND PIV, SEE ELECTRICAL
a> PLANS
3�
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NOTESE
1. ALL DOUBLE CHECK VALK ASSEMBLIES NAMA'N MUST BE LSTED ON LATEST LIST OF -BACKFLOW PREEENTON
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE, PUBLISHED BY STATE OF WASHINGTIXJ
DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF ME INSTALLATION OF THE DCVA AND PIPING. THE OMNER SHALL FURNISH. INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON TIN PLAN.
3. THE DCVA MUST BE TESTED BY A STATE CERTIBED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT Oel EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UITATY ENGINEERING DEPT. ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALIST. FAX ART 425-430-7241.
4. Di AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
PUBLIC WORKS El TO T DOUBLE CHECK VALVE 81B. PYN -8109
DEPARTMENT ASSEMBLY FOR IRRIGATION OR
RESIOEPRIAL FIRE SPRINKLER MARCH 2010
IRRIGATION DCVA DETAII
NTS T / CITY OF RENTON STANDARD PLANS NTS " `� /
SAS NOTED ""' CITY OF C STORE NO. 7252 1/06/"
WIFE RENTON ----- ,
Wu,N:
WE
i THE AUTO SUPERSTORE wnc NO
DATUM WATER DETAILS E
PERMITwFF Planning/Building/Public Works Dept. O C-7.1
wrF AS -BUILT MUST,ON
W-394006 R-394054 16 0 0 3 1 5 E