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�±241,�� RANW Of W PROPERTY OF CENTERLINE OF PL.
FOUND CONCRETE MONUMENT
WITH 3 8 BRASS PLUG WITH
PUNCH
IN CASE $SMH III 5
IS N 71'3428" W A
DISTANCE OF 375.32'
#5 r FROM SSMH L4
#1
TAX PARCEL
#214370 -1125
'moo,
E� a� 15' SEWER EA E
g� FOR CITY OF RE
E'f
R �
148
iPyq[r EoOE �
148 O
WOOD
DECK
lo�
136 /
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n
/
1
34
132',
130 b
/
gRCez 12a
NkL 126 /
LOT B
16,720 So. FT.
TAX PARCEL l 1
#214370 -1170 /TAX PARCEL /
/ #214370 -1180
/
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LOCATED
IN THE N.E. 114 OF
THE S.W.
104,
OF SECTION 18,
TOWNSHIP
23 NORTH,
RANGE
5 E,
W.M.
CUT -Ill CONNECTION
r2 6 ROMAC FLEX COUPLINGS
2 6" SPOOLS (1.5 LF)
i) 6' TEE MJXFL, 28' 6' DI
(i) 6" GV (MJXFL)
1 CONC THRUST BLOCK
FIELD VERIFY LOCATION & DEPTH
COORDINATE CONNECTION WITH CITY CREWS Water Utility Notes and Specifications
#2 60D NAIL SET IN S. FACE 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY.
SAP .i \ OF UTILITY POLE 2. All work material shall be in conformance wfth the standards and specifications of the City of Renton Planning/Building /Public Works Department and the 1996 edition of the
s \� ELVATION= 142.78'
RD WSDOT /APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at
all times during construction.
NZ, 42•,2 \ \ 3. The hours of work In the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Public Works Department at (425) 430 -i SOT.
19,99, �. , ` The Police Department, Fee Department, and 911 shall be notified 24 hours in advance of any work in the right of way.
4. MI locations of existing utilities shown are approximate and it shall be the oentractors respomibflily to vertly the true and correct location so as to avoid damage or disturbance. For unlit
#4 M m locates call 48 -hour locators 800 - 424 -5555•
S An approved Traffic Control Plan is required to be submitted at the Pre-Construction meeting.
i6 >
6. All woterr in pipe is to be cement lined ductile iron pipe conforming to AWWA CHO and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coaling shall confer n
±6,720
LOT 1/1
TAX PARCEL
214370 -1111
113,440 SO. FT.
10.37 ACRES
6" PyyG SS STUB {
DTL 3/5, IE= 104.12 /
X= 1296271.99, Y= 177529.4 /
TAX PARCEL l
#214370 -1190 {
HOUSE
71 Av. 41Nvo
Rc
r
0 129 /
2
\ Eke to AWWA 1,104 or latest revision. Pipe pmts to be push -on or mechanical pint. Bedding to be Doss C. All ductile Iran pipe and fittings shall be pd)dthyicae wrapped per ANSI /AWWA
C105/A21.5 -93 Standards.
7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI /AWWA C110/A21.10 -87. Cement lining shall be in accordance i nth
23,,9, Clop � PAwTED ANSI /AWWA C104/421/4 -90. If fittings are 3 to 12 inches In diameter and have mechanical pints, the fittings shall in accordance with either ANSI /AWWA CI10- A21.10 -87 a ANSI /AWWA
HA
�.
[ WAT
T ER L IN -
1,153 A21.53 94. Three 3 inch to 12 inch diameter fittings, which have mechanical ' ints and/or flanged ' In shall be in accordance
RO[[FD \ "� / O 9 : p % 9 p � nce with ANSI /AWWA CI10/A2t,10.81 a a canbmatia '
/ 13 FpGE �� ` FIRE 2;�� of ANSI /AWWA C110/A21,10.87 and ANSI /AWWA C153/A21.53 -94 such that the portion of the fitting with a mechanical pints) may be with AN51 /AWWA C153/A21.53 -94 and that porton
124TY LINE AND of the film with flan ruts shall be In accordance with AWWA C110 A21.10 -87. Acceptance tesUn in accordance with section 53.53 of ANSI AWWA section 10-4.3 of ANSI AWWA'
- -- - - -13 '� 137OF 9 flanged p O / P 9 / /
NEW 33��yy" ETERS & S.W. CI10/A21.10 -87 shall be obtained by the contractor and transmitted to the owner.
SERwCE5 FOR LOTS A & B 230,0p, \� ` 8. Gate vales shall be iron body, bronzed- mounted, double disc with bronze wedging device and Cuing stuffing box (AWWA C500) or of resilient seated type (AWWA C509). Valves shall b
LOT A METER: ` designed for a minimum water operating pressure of 200 sr Gate valves shall be Clow List 14,, Mueller Company NO. A2380 or M & H.
X= 1296323.8, Y= 177783.4 P • P Y
LOT B METER: \ 9. Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening agsinst pressure) conforming to AWWA C- 502 -85 with a 6 inch mechanical pint inlet and c
X= 1296321.2, Y= 177784.3 NOTE: 46 SSMH #6 main valve opening (MVO) of 5-1/4 inch two 2 -1/2 inch hose nozzles with National Standard flreads 7 -112 threads er inch and one 4 inch er nozzle with the t8 P tt 6
DTL
°,7:, .
enDY,
X= 1296323.8 `
Y= 177626.1
1 6. _W
/ 0
^ry$" TAX PARCEL
s J214370-1087
/
HOUSE
S.W. CORNER
13.1' E. OF
PROPERTY LINE
\FOUND REBAR AND CAP
0.20' S. BY 0.10' E. OF
PROPERTY CORNER
TAX PARCEL
#214370 -1206
WATER & SEWER PLAN
1'=30'
Cramer Northwest Inc.
ENGINEERS, SURVEYORS & PLANNERS
945 N. CENTRAL, STE. #104, KENT, WA 98032
(253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax)
E -MAIL: cnl®cromernw.com
TAX PARCEL
#214370 -1216
WATER METERS TO BE INSTATED BY l DI S 71'21'41^ E A
CITY CREWS UNDER SEPARATE PERMITS DISTANCE of 251.44 '
FROM SSMH 4
FOUND CONCRETE MONUMENT/ /l
WITH 5 BRASS DISK WITH
PUNCH IN CASE
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 unities shown are approximate and it shall be the contractors 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 respond lity of the contractor to obtain street use and any other related permits prior to any construction.
6. Plans approved by the City of Rotor, Public Works Department shall take precedence over all other plans.
7. A copy of these approved plans must be on the jab 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 laced equally or both bar stales of the pipe in layers with a loose overage el f 6 i
depth a inches, maximum depth of 8 inch thoroughly tamping I
P q Y PP each layer to
)e 9 eP es,
eP 9h Y P 9 )e
95 percent of aximu
m m density. These compacted la must extend a o i
f one a diameter on each side of the i a to the s' f
P Y tale o the trench. Materials to complete
P � Pipe Pe
P
the fill over pipe shall be the some as described.
PP oribed
10. en cut road crossings r
fo ut1R trenches on existing traveled roadway II
0P shall be backfilled with crashed rode and mechanically c
9 Y 9 Y y anpacted. Cuts into the existing
asphalt shall be routine cut wit'n saw in a conUnuous line. A temporary mix patch must be placed immediately after badefill and compaction, A permanent hot mix patch
shall be placed within 10 days cad shall be per City of Renton current standards
11. Datum shall be City of Renton, 1988 HAD,
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 indude necessary leveling of the trench bottom or the top of the foundation material, as well ce 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 shill be pea gravel
6 inches above and below the pipe.
14. Sanitary sewer pipe shall be pdyvinyi chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or facile 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 dope in all directions to match
paving.
p pump a new ca e a a n
threads per Inch, 60 degrees V. Threads: outside diameter of male thread 4.875 and root diameter 4.6261 Hydrants shall have a 1 -1/4 inch pentagon operating nut opened by turning
counter clockwise (left).
10. The two 2 -1/2 Inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted w h
suitable neoprene gaskets for positive water tightness under test pressures.
11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 Inch Seattle Thread x 5 inch Storz. Storz adapter shall be forged and /or extruded 6061 -T6 aluminum alloy, hardcoof
anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart Stow face to be metal, no gasket to weather. Stan cap to have synthetic molded rubber go ket,
and shall be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable
12. Fire hydrants shall be painted wRh two coats of paint. Preservative paint number 43 -655 safety yellow or approved equal.
13. Pumper connection to face roadway assembly.
14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision,
15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All watermain 12 inches and lager shall be at a minimum of 48 Inches below fru h
grade. Where utility conflicts occur, watermofns are to be lowered to dear.
16, All watemhalns 6 inches and larger In diameter shall be cleaned with pipe cleaning "PIGS' pria' to disinfection. The 'Poly pigs' shall be Girard Industries Aqua Swab -AS or approved
equal, 2 Ib /a, ft. density foam with 90A dummeter urethane rubber ooa6ng on the rear of 'PIG" only.
17. 'PIGS• shall be cylinder shaped with bullet nose or square end. The contractor will perform Bin clearing operation.
111 All watermams and services shall be pressure tested to a minimum of 200 psi or 150 psi ove?',operating pressure, in accordance with the specifications of the City of Renton and the
Washington Stale Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exit Led
the number of gallons per hour as listed in City of Renton Standard Plans & Specifications 7- 11.1(11). The loss in pressure shell not exceed 5 psi during the 2 hour test period.
19. All watermoins and services shall be disinfected by the Injection of a 50 ppm (minimum cano hatnon) chlorine/water solution. Dry Calcium Hypoddorite shall NOT be placed In the pip
as laid. Chlorine shall be metered/mJected In accordance with Section 7- 11.3(12)E or 7- 11.3(12j1 of the Standard Spedficatins referenced above.
20. A pre-construction conference is required prior to any construction. A minimum of five (5) working days notice is requited for scheduling.
21. Twenty -four (24) hours notice will be requited prior to stating new construction.
22 It shall be the contractors responsibility to secure all necessary permits prior to starting construction.
23. Installation of orate steps, water services lines and meters shall not be done until all service reenen meter applications, I on construction permits, and ant f f
s, ts, s, o vita have been
�P W a9 PP P ,
Patin
made to the CR Y of Renton.
24. All connection to existing ains is to be accomplished b the City of Renton except wet t m which may be made b
approved wet to contractors with for approval 9 P Y Y W. Y Y PP P Pl aPP rut ±ran the Publl
Woks Department All necessary excavation and materials are to be supplied by the contractor and be on-site prior to City notifications.
25. Inspection will be accomplished by a representative of the City of Renton. It shall be the calrachies responsibility to notify Development Services twenty four (24) hours In advance o
backfdling all construction. The contractor, as well as the engineers, shall keep as-built drawings.
26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie -fn.
27. All pint restraint systems (shackle rods, nuts, bolts, eta.) shall be as manufactured by the Sior Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public
Woks Department
28. Asphalt -and concrete street paving shall be sawcut to a minimum depth of two (2) inches iA mat streets may be specie cut, All surface concrete, pavement, shdewalks, curb, quite t
and driveway approaches shall be sawcut to a minimum depth of two (2) Inches or removed to an'ezating expansion pint.
29. A temporary cold m& asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of Renton policy, within 10 days, Call for
subgrode inspection prior to placement of find patch. x
30. For City projects such as telemetry conduit, the PVC pipe used shelf be All chemical process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 F iC
pipe under improved areas
UTILITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE
HORIZONTAL AND VER1fCAL LOCATION PRIOR TO CONSTRUCTION. THIS
SHALL INCLUDE CALLING U71LITY LOCATE 0 1 -800- 424 -5555 AND THEN
POT�HLYINCAALL EXIS77NG U77LITIES AT LO ON OF S=354201 SUBJECT lUTILITIES
LEY VERIFY WHETHER OR NOT CONFLICTS VARIATION SHOWN WITH WEST PLANS ARE O NOT A E OBBLEMS ARE TO RESOLVE ALL
CITY OF
RENTON
DATUM
Planning /Building /Public Works Dept.
RECOMMENDED FOR APPROVAL T
BY: � DATE: D- s
BY; DATE: « -z� o;
BY: Afflifill DATE: I L1 1f41
BY: DATE:
vile
THIRD PLACE SHORT PLAT 2/5/0 i
FOR TARA TUMBER
PILE
CP/.W1110 N0:
WATER & SEWER PLAN 4
0_0- 35101 Cod TAI- NIN N NIAI
LSK
3
REVISION
PER PUBLIC WORKS
LSK
7/15
2
REVISION
PER FIRE DEPARTMENT FOR VARIANCE
LSK
611
°PAWN' LSK
K
a+l
1
REVISION PER CDR
LSK
4/25
cxxcxm:
LSK
a ruu saw l
w em Lxc �
swc nanaoMI
NO.
REVISION
BY
DATE
APPR
.1PPRMD;
CITY OF
RENTON
DATUM
Planning /Building /Public Works Dept.
RECOMMENDED FOR APPROVAL T
BY: � DATE: D- s
BY; DATE: « -z� o;
BY: Afflifill DATE: I L1 1f41
BY: DATE:
vile
THIRD PLACE SHORT PLAT 2/5/0 i
FOR TARA TUMBER
PILE
CP/.W1110 N0:
WATER & SEWER PLAN 4
0_0- 35101 Cod TAI- NIN N NIAI
w
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13 "Y24' PLASTIC METER DOX EQUAL TO MID - STATES PLASTIC,
INC. BCF SERIES MSSCF 1324 -TB 'NTH 1.75' THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID - STATES PLASTICS,
INC. MSCBC- 1321-11 NTH READER UD AND 1 -0/e• DRUM
HOLE MR MUCHREAD PIT LID (SEE DETAIL A -A)
9"
12'
(WISH GRADE '
•;}3Y0 g
36• MIN COVER
NEW DUCDLI
IRON
WATERMAIN
',—WAY UNIMPROVED RIGHT OF
' WAY INSTALL METER sox AT
VBH72-I5W- 44 -33G, GR;raMiALDF BRA: 21- 215MQQ33, OR
t=' PROPERTY LINE WITH 127
MUM IER; 3 4 -0- 2470 -2 WITH ANGLE BALL VALVE ON INLET AND
W LONG CLWPER TAILPIECE
Ix'
I'
/r SDEWALK
DOPPERSETIER FCR 1" uSTFR: FORD VUH72- 15W- 44 -44G, OR
TYPE "K' SOFT
COPPER TUBING
LINE M METER.
VBH72-I5W- 44 -33G, GR;raMiALDF BRA: 21- 215MQQ33, OR
MUM IER; 3 4 -0- 2470 -2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHE K VALVE ON OUTLET
CORPORATION STOP: FORD TAPERED THREAD
DOPPERSETIER FCR 1" uSTFR: FORD VUH72- 15W- 44 -44G, OR
(CC). QUICK JOINT
MNIDNALD BRASBL21- 413W00044. OR MUELLER: 1 -11- 2470 -2
(3/4' FIOOO -3 -0)
OR AT MCDONALD 4701Q
BOTH INLET AND OUTLET NTH PACK JOINT WITH GRIPPER.
(I- MCCD -4 -G) OR
AY MCDCNAM 47010
PADLOCK NNGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK
VALVE ON CUTLET ALL PACIK-JCRNT FITTINGS SMALL BE NTH
CBCk JOINT.
NOTE:
ALL METER BOXES INSTALLED NTHIN CONCRETE OR. PAVED DRIVEWAYS SHALL BE
CAST -IRCN EQUAL TO OLYMPIC
POUNDARY. EXPANSION JONTS MUSH BE INSTALLED ON
00tH SIDES OF METER 00X,
NO,
RIB
NOTE:
THE CENTER OF THE Ha.E MUST BE AT LEAST 1' FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SOE OF MORE THAN
ONE RIB.
DRIL 1 -5/e' DMA. HOLE FOR MAR
(AUTOMATIC METER READ) TOUCHREAD DEVICE
- 2 -112' MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
.1
J
(
IFI�
PAN
1'
3/4" & 1- WATER SERVICE
ADOPTED
CO'P OP RBIYOR
4
TRI SAM 04J04
DWG. NAME: 13106 SP PAC
WATER METER 8c SERVICE
NTS
Cramer Northwest Inc.
ENGINEERS, SURVEYORS & PLANNERS
945 N. CENTRAL, STE. #104, KENT, WA 98032
(253)852 -4880 (local) or 1— (800)251 -0189 (toll free) (253)852 -4955 (fax)
E —MAIL: cniDcramernw.com
FIRE HYDRANT SHALL BE COREY —TYPE EQUAL TO IOWA F -511D OR
COMPRESSION TYPE SUCH AS GLOW MEDALLION: M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PATER NTH B" MECHANICAL
JOINT INLET NTH LUGS, 5-1/4" MAIN VALVE OPENING. TWO 2 -112'
HOVE CONNECTIONS NATIONAL STANDARD THIREAOS, 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS NTH A STOR2 ADAPTOR,
CS75' SEATTLE THREAD X S' STORE, ATTACHED WITH 1/8' STAINLESS
STEEL CABLE, 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO, COATS OF PAINT. KELLY- MOORE/PRESERVATIVE
PAINT N0, 5780 -563 DTM ACRYLIC GLOSS6 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.
MAX
MIN
18•:W 4' MI
CONCRETE BLOCK
UNDER HYDRANT
CUT
18' TO 20' BEHIND BACK OF
CURB OR 12' BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CLIMB
TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO, STANDARD 6" TOP SECTION
875° x 5' STOR2 NTH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT
EXTENSION AS REQUIRED (SEE DWO BR40 / PAGE 8080).
RAISED PAVEMENT MARKER TYPE BB
Ae STIMSONITE TWO -WAY BLUE
.- CONCRETE BLOCKING
MAIN LINE TEE. NTH 6" FLANGE SIDE OUTLET.
GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT
LE IRON PIPE, CLASS 52 CEMENT UNED, LENGTH TO FIT
OCR- TFNSTEEL TIE RODS, SEE STD DETAIL FOR TIE RODS.
1/2 YARD WASHED DRAIN ROCK (3'TO 318') MIN,
I' ABOVE 8007 FLANGE PLACE S MIL
' POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL
FIRE- HYDRANT ASSEMBLY
ALL ERR13UND
S RADIUS
4.875 x 5'
STOR2
HYDRANT LOCATION IN CUT OR FILL
FIRE HYDRANT
NTS
CNE MAN ROCK
8
LEVEL ALL GROUND
MIN T RADIUS
FI LL
FIRE HYDRANT ASSEMBLY DETAIL
ADOPTED
QTY OP MIN=
f f
eldBDA/H1 PI,AWe
T$P DRS: 04/04
DWG, NAME: 8102 SP PAGE: 13102
5- 354202
S' BUILDING SEWER PIPE
NTH S" SIDE OUTLET
1:3:5 MIX
CONCRETE
BLOCKING
PROPERTY UNE
FUTURE
BUILDING SEWER
UNLESS a'IHERNBE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SAIXILE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEUMS TO EXISTING MAIN.
PLAIN AND REINFORCED CONCRETE, 01 PIPE AND CI PIPE SEWER
MAINS Aplc. TO BE COLE DRILLED.
VITRIFIED i ".LAY PIPE SHALL BE CUT AND HAVE A NEW TEE
SECTIONED 'M
80° ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
S" SIDE OUTLET TEE
KER MAIN
N OTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 25 COVER AT PROPERTY LINE OR 3 —S' 9LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
SIDE SEWER
NTS
UTILITY CONFLICT NOTE
CNW NavRarrw x n i 19 ,err
LSK
LSK
DATUM
LSK ' W OM U1E
IF NOT ONE N.o 1
N0. REVISION BY DATE APPR NmawaP: scuE'cc°ImrwLT
211 MIN SLOPE
MAIN
TYPICAL SIDE SEWER ELEVATION
STANDAM $WE SERER INSTALLATION
(SEWEI( MAIN TO PROPERTY LINE)
ADOPTED
ONT 111 Ra1DM
4
RXAIMOA1m riAela
IJED DA'18: Di
DWG, NAME: 8078 SP PAGE! BG75
RECOMMENDED FOR APPROVAL
BY:� DATE:
BY: , DATE:1".Fwf
BY: DATE:
BY: DATE:
CITY OF THIRD PLACE SHORT PLAT — z /a /c t
RENTON
FOR TARA TUMBER P
__
Planning /Building /Public works Dept. WATER & SEWER DETAILS �j
2 "H 4" STUD SERVICE MARKER PAINT
UPPER PORTION WHITE ANS STENCIL ON
"SETA"
SIDE WORDING WITH 3" HIGH
o
BLACK LETTERS. AND �i WINE WRAPPED
AROUND THE STUD AND EXTENDED TO ME
h
TOP OF THE STUD.
UNLESS a'IHERNBE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SAIXILE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEUMS TO EXISTING MAIN.
PLAIN AND REINFORCED CONCRETE, 01 PIPE AND CI PIPE SEWER
MAINS Aplc. TO BE COLE DRILLED.
VITRIFIED i ".LAY PIPE SHALL BE CUT AND HAVE A NEW TEE
SECTIONED 'M
80° ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
S" SIDE OUTLET TEE
KER MAIN
N OTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 25 COVER AT PROPERTY LINE OR 3 —S' 9LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
SIDE SEWER
NTS
UTILITY CONFLICT NOTE
CNW NavRarrw x n i 19 ,err
LSK
LSK
DATUM
LSK ' W OM U1E
IF NOT ONE N.o 1
N0. REVISION BY DATE APPR NmawaP: scuE'cc°ImrwLT
211 MIN SLOPE
MAIN
TYPICAL SIDE SEWER ELEVATION
STANDAM $WE SERER INSTALLATION
(SEWEI( MAIN TO PROPERTY LINE)
ADOPTED
ONT 111 Ra1DM
4
RXAIMOA1m riAela
IJED DA'18: Di
DWG, NAME: 8078 SP PAGE! BG75
RECOMMENDED FOR APPROVAL
BY:� DATE:
BY: , DATE:1".Fwf
BY: DATE:
BY: DATE:
CITY OF THIRD PLACE SHORT PLAT — z /a /c t
RENTON
FOR TARA TUMBER P
__
Planning /Building /Public works Dept. WATER & SEWER DETAILS �j
n
1';
a
IHIMP- R !
Ch
UCL
S
CL
CL
FIRE HYDRANT IS
t241.8' W. OF W. PROPERTY LINE AND
f23.5' N OF CENTERLINE OF
S.W. 3RD PL.
FOUND CONCRETE MONUMENT
w WITH 3/8" BRASS PLUG WITH
Q PUNCH IN CASE SSMH 5
Z IS N 71'34'28" W A
E- DISTANCE OF 375.32E
w5 r FROM SSMH 4
o
Of
` ASP PAINTEC
WATER
148 p
AOgt
#1 o ASPNA47, FOG
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TAX PARCEL
J214370-1125
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LOCATED
IN THE N.E. 114 OF
THE S.W.
1 /4,
OF SECTION 18,
TOWNSHIP 23 NORTH,
RANGE
5 E, W.M.
(2) 6" SPOOLS (1.5 LF)
1 6" TEE MJXFL, 28' 6" DI
((1)) 6" GV (MJXFL)
(i) COND THRUST BLOCK
FIELD VERIFY LOCATION & DEPTH
COORDINATE CONNECTION WITH CITY CREWS Water Utility Notes and Specifications
TSM 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTIUTY.
60D NAIL SET IN S. FAC
OF UTILITY POLE 2 All work materiel shill be in conformance with the standards and specifications of the City of Renton Planning/Butting/Public Works Department and the 1996 edition of the
K! \ ELVATION=142.78' WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications A set of approved plans shall be kept on site at
p k2 all times during construction.
3. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in wrifing by the Public Works Department at (425) 430-7301.
1 ` \ The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work In the right of way.
. f,
4. NI locations of existing utilities shown are approximate and it shall be the contractors responsibility to verify the true and correct location so as to avid damage or disturbance. For unlit
4
locates call 48-hour locators 800-424-5555.
\ M \
ro
� ? 5. An approved Traffic Control Plan is required to be submitted at the Pre -Construction meeting.
\ \ \ 6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 and 0111 or latest revision, thickness pass 52. Cement mortar lining and seal cooling shall conform
83
\ G s to AWWA C104 or latest revision. Pipe pints to be push -on a mechanical 'pint Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI/AWWA
k\• ® C105/A21.5-93 Standards.
PNgdr �A ` 7. Cast iron and ductile iron fittings shall be cement lined, pressure rated asnoted on plans, and In accordance with ANSI/AWWA C110/A21.10-87. Cement lining shill be in accordance with
ANSI/AWWA C104/421/4-90. If fittngs are 3 to 12 inches in diameter and have mechanical joints, the fittings shot in accordance with either ANSI/AWWA C110-A21.10-87 or ANSI/AWWA
n c!` ?3 yo, gsPNy PAINTED C153/A2153-94 Three (3) inch to 12 inch diameter fittings, which have mechanical joints an flanged 'plots, shall be in accordance with ANSI/AWWA 0110/0.10.87 or a combination
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LOT 8
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TAX PAR / 7?O, S.W. CORNER
PROP E E. OF
#214370-1170 /TAX PARCEL / Po" �r4` \ PROPERTY LINE
/ J214370-1180
10
1 6" PVC �SS�STUB FOUND REBAR AND CAP
54160.20' S. BY 0.10' E OF
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l TAX PARCEL
#214 70-1190 / J214370-1206
1
WATER & SEWER PLAN
Cramer Northwest Inc.
ENGINEERS, SURVEYORS & PLANNERS
945 N. CENTRAL, STE. #104, KENT, WA 98032
(253)852-4880 (local) or 1-(800)251-0189 (foil free) (253)852-4955 (fax)
E-MAIL: cnidilcromernw.com
WATER LIN 7' ROC<FD ` \` 'FIRE
Hr IRANT rs of ANSI/AWWA Ci10/A21.10.87 and ANSI/AWWA G153/A21.53-94 such that the portion of the fitting with a mechanical joNt(s) may be with ANSI/AWNA C153/A21.53-94 and that portion
13 FOOE. \ \ f249.7• E. DF E. PROPERTY LINE AND of the fitting with flanged joints) shall be In accordance with AWWA CI10/A21.10-87. Acceptance testing in accordance with section 53,53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA
7Af37,8' N OF CENTERLINE OF
` S.W. 3RD PL. C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner.
& B & Gate vales shall be iron body, bronzed -mounted double disc with bronze wedging device and O-ring stuffing box (AWWA 0500) or of resilient seated type (AWWA C509). Valves shall be
DO" ` designed for a minimum water operating pressure of 2DO psi. Gate valves shall be Clow List 14, Mudler Company NO. A2380 or M & H.
3:4 9. Fire hydrants shall be Gorey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a
NOTE; �` e �SSMH
main valve opening (M10.) of 5-1/4 inch, two 2-1/2 inch hose nozzles with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle with the new Seattle Pattern 6
/
WATER METERS TO BE INSTAtLEO BY threads per inch, 60 degrees V. Threads: outside diameter of male thread 4,875 and root diameter 4.6263. Hydrants shall have a 1-1/4 inch pentagon operating nut opened by taming
CITY CREWS UNDER SEPARATE PERMITS counter clockwise (left).
and proportions as the hydrant stem nut Caps shall be fitted with
/ 10. The two 2-1/2 inch hose nozzles shell be fitted with cast iron threaded caps with operating nut of the some designp p yd p
FOUND CONCRETE MONUMENT suitable neoprene gaskets for positive water tightness under test pressures.
WITH 3° BRASS PUNCH IN CASE pumper DISK WITH / 11. The 4 inch P P P nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 inch Story Storz adapter shall be forged and/orextruded 6061-T6 aluminum alloy, hardcoat
anodised. Threaded end portion shall have no lugs and two set erases 180 degrees apart Storz face to be metal, no gasket to weather. Stan cap to have synthetic melded rubber gasket,
and shall be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable.
12. Fire hydrants shill be painted with two coats of point. Preservative paint number 43-655 safety yellow or approved equal.
13. Pumper connection to face roadway assembly.
Sanitary Sewer Notes and Specifications 14. Fire hydrants shot be installed per City of Renton Standard Detail for fire hydrants, latest revision.
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 15, All watermams 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All wotermain 12 Inches and larger shall be at a minimum of 48 inches below finish
Standards and Specifications. grade. Where utility conflicts occur, watermake are to be lowered to dear.
2. All construction shol be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public 16. All watermahs 6 inches and larger in diameter shall be cleaned with pipe clearing "PIGS prior to disinfection. The 'Poly pigs" shall be Girard Industries Aqua Swab -AS or approved
Works Association, latest edition (APWA) and City of Renton Standard Specifications. equal, 2 lb/cu. f . density foam with 90A durometer urethane rubber coating on the rear of "PIG° only.
3. All locations of existing utilities shown are approximate and it shall be the contractors responsibility to verify the true and correct location so as to avoid damage or 17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning operation,
disturbance. 1& All watermains and services shall be pressure tested to a minimum of 200 ad a 150 psi over operating pressure, in accordance with the specifications of the City of Renton and the
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. Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exceed
5. It shot be the solely
r responsibility of the contracts to obtain street use and any other related permits prig to any construction, and the number of gallons per hour as listed in City of Renton Standard Hans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period.
6. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans.
19. All watermabs and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in the pipe
7. A copy of these approved plans must be on the A site whenever construction is in progress as laid. Chlorine shall c feence he requir in accordance with Section 1-11minimu a f five (5) w of the Standard Specifications referenced above
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 21.. A pre -construction conference Ls required prig prior
any staffing
new A minimum. of five (5) working days notice is required for scheduling.
engineer or licensed professional surveyor. 21. Twenty-four (24) hours notice will be required prig to stating new construction.
9. Badkfill 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 toyer to 22. It shall be the contractors responsibility to sears all necessary permits prig to starting construction.
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 23, Installation of corporate stops, water services, Imes and meters shall not be done until of service agreements, meter applications, construction permits, and payment of fees have been
the fill over pipe shall be the some as described. made to the City of Renton.
t wet tops, which may be made b approved wet to contractors with nor approval from the Public
City of Renton except P P PP
' to be accom lished b the Y Y PP
correction to ezistin mains is ceP aP
24. All can Y Y
mechanically compacted, Cuts into the existing
9 P
10. Open cut road nesbgs for with
trenches on existing traveled roadway shall be patch
mined with cashed rode and merino y p 9 Works Department. All necessary excavation and materials are to be supplied by the contractor and be on -site prior to City notifications,
asphalt shall be nea0ine cut with saw in a continuous tins A temporary mix patch must be placed immediately after badkfill and compaction. A permanent hot mix patch
shall be placed within 10 days and shall be per City of Renton current standards. 25. Inspection will be accomplished by a representative of the City of Renton. It shot be the conWetors responsibility, to notify Development Services twenty four (24) hers in advance of
11. shallDatushall placed
City of Renton, and
all b backfilling all construction. The contractor, as well as the engineers, shalt keep as -built drawings.
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 27. Contractor tr provide plugs end temporary blow -off off assemblies for testing and purity y the Star prior to final tie-in.
of construction. 27. All joint restraint systems (shadde rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio, a equal, approved In writthq by the Public
Works Department.
13. All pipe and appurtenances shall be laid on a property prepared foundation in accordance with Section 7 of the current State of Washington Standard Specifications for P
28. Asphalt and concrete street paving
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 compactionof
paving shall be sawcut to a minimum depth of two (2) inches. Oil mat streets may be spade cut All surface concrete, pavement, sidewalks, orb, gutters,
required beddin material, to uniform grade so that the entire length of the pipe will be supported on a uniform) dense, unyielding base. Pie bedding shall be ea ravel and driveway approaches shall be sowcut to a minimum depth of two (2) inches or removed to an existing expansion joint.
9 9 9 9 P P PP Y N 9 P 9 P g 29. A temporary add mu asphalt patch shall be placed on the day of Initial excavation with a permanent, sealed patch to be placed, to City of Renton policy, within 10 days Cat for
6 inches above and below the pipe, subgrode inspection prior to placement of find patch. '
14. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron sass. 50. 30. For City projects such as telemetry conduit the PVC pipe used stall be All chemical process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC
15. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grads In paved area, cover must slope in all directions to match pipe under improved areas
paving.
W=354203
Sm354203 "�rI-L "'01
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11119
1 "=30'
MMD:
LSK
3
REVISION PER PUBLIC WORKS
LSK
7/15
01' LSK
qlE INCH
2
-REVISION PER FIRE DEPARTMENT FOR VARIANCE
LSK
6/i
7
REVISION PER CDR
LSK
4/25
aeexEoLSK
♦r wu sec
E Nun uHE 1NfN
NO.
REVISION
BY
DATE
APPR
UTILITY CONFLICT NOTE
7M&&M CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
RECOMMENDED FOR APPROVAL
BY: � DATE: V_ s
BY: a&114j DATE:
BY: DATE: ! ��
BY: DATE:
THIRD PLACE SHORT PLAT
FOR TARA TUMBER
WATER & SEWER PLAN
a
age I,��35�1-2-03 17
ML
2/5/O8
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