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C-2-21 FULL zNFIL'MATco
E_ FLG RE C.21 -A TYPICAL TRENCH LNF1VI'10Vr10_N SCI: Y rE t?I:
rcfof
drain
WM 4" rigib or 6" flexible
pedorated pipe
........ ....................... .... ,
sump w1soiidi lid
4' rigid or 6o f hwible
Wbratsd Pipe
washed rock
1 1/2'-314' �1
LA—VW"---
fAW fabm
6'
t
24-
1
root drain
glow
splash b l
mln, a.�` inirt
' min
fine rriesh ' ` C8 sump wh c, id lid
or-M401
.......M, compacted backfitN
V rigid or 6" flexible
perforalled life
............. wR.At*d rock
1 1/2%34*
SECTION A
.. ...............................
NTS
?(M Surface Winer Design ?Manual Apparniix C
-4S
D TEXT OF INSTRUCTIONS
10i'3009
c�. � , � � ���;.��ax��r�a :3 rs�a� c�r�;�� rc•Yrtc�'
Your property contains a stonnwater management flow control BM€' (best management practice) called a
'perforated pipe connection.` which was installed to reduce the stormwater runoff impacts of some or all of
rw Wnpervious surface on your property A perforated pipe connection is a length of drainage conveyance
pipe wrth holes in the bottom, designed to "leak" runoff, conveyed by the pipe, into a gravel filled trench
where it can be soaked into the surrounding sail. The connection is intended to provide opportunity for
infiltration of any runoff that is being conveyed from an impervious surface (usually a roof) to a local
drainage system such as a ditch or roadway pipe system.
The size and composition of the perforated pipe connection as depicted by the flow control BMP site plan
and design detaitss must be maintained and may not be changed without written approval either from the
King County Water and Land Resources Division or through a future development permit from King
County. The soil overtop of the perforated portion of the system must not be compacted or covered with
Impervious mawals.
FIGURE C.L11.A PERFORATED PIPE CONNECTION FOR A SLNGLE F -MMY RESIDE' ,CE
random fill
6" filter fabric
6" ped pipe
18" R1ir,
--1,r` ' 3/4" washed rock
u
Y
its
F•- 24' min ---
TRENCH X- SECTION
NTS
slope .---..
PLAN VIEW. O.F RAF,
HITS
?GU9 Surface w'aff Design 4i:uwal Appenthx c
C- #I
to road
drainage system
2'X10'
level trench
wiped pipe
I tW2009
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFE, P.E.
A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
ElFOSI ON =IrWW W Er SEASON FtWU1 RBIENTS
Sites with exposed soils during the WET SEASON (October 1 to April 30) shall be subject to special
erosion control provisions. These special provisions are required in addition to the -d wilard TESC
cover measures. Please notify contractor of these requirements
All projects that dear, grade or otherwise disturb the site, must provide erosion and segment
controls to the maximum extent possible, to prevent the transport of sediment from the project
site to downstream drainage facilities, water resources, and adjacent properties.
The fallowing provisions for wet season construction are detailed in Appendix D of the 2009 IGng
Count Surface Water Manual. Please ensure your site is protected and complies with the special
provisions outlined below. The basic requirements are:
1. The allowed time that a disturbed area can remain unworked without cover measures is
reduced to two (2) days, rather than seven (7) days.
2. Stockpiles, steep cut, and fill slopes are to be covered or protected with mulch, sod, plastic
oovering, jute mat et:;. if left unworked for. more than 12 hours.
3. Cover materials (plastic, matting, etc) sufficient to cover all disturbed areas, shall be
stockpiled and available on site.
4. All areas that are to b.. unworked during the wet season shall be seeded within one week
of the beginning of the wet season. Seeded should be completed by September 23.
5. Mulch is required to protect all seeded areas.
fi. Fifty linear feet of silt fence (and the necessary cakes), per disturbed acre must be
stockpiled on site.
7. Property installed silt fencing is mandatory along the downciope of all disturbed areas of
the site. Perimeter protection filters runoff and reduces the amount of sediment that may
leave the site.
8. Sediment retention is required unless no offsite discharge is anticipated for the specified
design flow.
9. Construction read and parking lot stabilization are required for all sites unless the site is
underlain by course - grained soil.
10. Surf ace water controls are requ i red unless no offsite discharge is anticipated for the
specified design flow.
11. Phasing and more conservative OAPs must be evaluated for construction activity near
surface waters.
12. Any runoff generated by dewatering shall be treated through construction of a segment
trap when there is sufficient space or by releasing the water to a well vegetated, gently
sloping area. Since pumps are used for dewatering, it may be possible to pump the
sediment -laden water well away from the surface water so that vegetation can be more
effectively utilized for treatment. A straw bale filter shall be placed around the gsd W
from the dewatering pump. If there is not space for a sediment trap or 25 feet of suitable
vegetation, other filtration methods shall be required.
13. The frequency of maintenance review should be increased from weekly to daily where
warranted.
MONROE AVE. NORTH
INT'X MONUMENT
FOUND TACK & LEAD
IN MONUMENT CASE
STA. 10 +00, NE 7TH STREET I
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SITE SURVEY d MAPPING SCALE
SCALE
D.L OFFE, P.E.
•
z�4so •' D. L OFFE P. E. a+�r
• •
0Q /ST0 00 c,- AT FULL Sau.E
J /ONAL 01/26/2015 NO. REVISION BY DATE APPR SCALE ACCOMMLY
NOTEI
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG, 811
MAXIMUM 2,600 SQUARE FEET OF
IMPERVIOUS SURFACE ALLOWED
ON EACH LOT OUTSIDE OF THE
ROADWAY EASEMENT AREA.
6" SIDE SEWER PVC(PRIVATE)
i
ra► ------
1
I
I
1,000 SQUARE FEET Or ROOF
AREA INTO EACH INFILTRATION TRENCH
ON EAC H LOT
W- 377101
NE UICN_ WWD kiss
HORMM : W 1983/1191
DATUM
R CITY OE RENTON
Planning /Building /Public Works Dept.
.Y.
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
I
y
I
I
/7"
RECOMMENDED FOR APPROVAL
Byl Datel
By, Datel
By, Datel
Byl Date,
NE 7th NORTH PHASE 2 01/26/2015
SCOTT DONOGH HOMES, INC. „�°°"
COMPOSITE UTILITY PLAN & BMP'S
3518 NE 7th Street
°i:13
UTILITY
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...............
PUBLIC Wof?Ks FIRE HYDRANT ASSEMBLY STD. m" 3101
DEPAHTMENT
MARCH 2010
WATER MAIM %' ADDI-IONAL ADJk_,,STVPNT IS
INSTALL 2-2" CLOSL
I
%;PP_F AND 2- 2' 90• r37 ND, SCRFW7D
A- THIS PD N` Fill_[) LOCAfE. PLASTIC METF.'R HOX IN
20 --__OSi_ Nij;;LL PLAN fER OR CAST IRON BOX �;N- PAVE
OR CONCRETE AR-EAS_
11
CLOSE NIPPLE
2" L
2" 90' F180W
2' 90' ELBOWL
2' GAL VAN: /:D -f. AS REQUIRED
CONC RE 'E SLOCKNG
PL A\
VALVE N,; I LXT;-, \SION AS RLIQUIRLD
-WO P ECE CAS' IRON VA_vf: (SEE DING BR46 / PAGE 8090)
E04,AL `0 OLYMPIC FOUNDRY C10. GMCiUND L, NZ l CONCRETE SIDEWALK
STANDARD 8" TOP SEC`0N. 6 MAX.,
ww '0., -?E GUAR BASE SEC `10% .1
LENGTH TO FIT. / ; : .,�,�;�
2' RESIDENT SEA-ED
GA-417- VALVE. SCREWED
2' GALVANIZED
PIPE 12" -ONG
2" C-OSE NIPP-E
-
BETIIYEEN CAP OR PL„3_
AND 2" 9C* ELBOW
NS-ALL 4 MIL PO-YETHYLE-MC
18" MAX.
�A A57 IC COVER OV-t:R WASHEA;
GRAVEL CJT -XE FOR PIPE
10 CU. FT. WASHED GRAVEL =ASSIN-V
' - 112' AND RETAINED ON 1/4" MESr,
CAR DRAIN
ELEVATION
1W* 1' . AH, Ac:�K� 2' BLOW -OFF
PERMANENT ASSEMBLY
2 112" NST (HOSE)
AND 2 1/2- FNST
CAP NT*- GASKET
2'x2%2` 'TEE AND 2" CAP
2" CLOSE NIPPLE SEWTEEN "I.FEE
AND 9,0* ELBOW,
2" 90* ELJQW
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
E ju.0 P DE . CLA3S 4�� CELfi N LINED, ;fNr4r�-. TC A I
EN is EE.. _jE 1RODCS.
r_
C3
Lw
BLC-Co, _NDER "-DRANT
3 C 3-3Z_ F-tNGE RACE A I.fll
AVE. NORTH
m
_M AFCA-
%Jlt� S
LEVELI Gi. 001-4.40:
Mirli '3 RADIUS
77
C?4i. %Or�, FICCK
3N C f T 7 D
A�
ft
STREET
T
...............
PUBLIC Wof?Ks FIRE HYDRANT ASSEMBLY STD. m" 3101
DEPAHTMENT
MARCH 2010
WATER MAIM %' ADDI-IONAL ADJk_,,STVPNT IS
INSTALL 2-2" CLOSL
I
%;PP_F AND 2- 2' 90• r37 ND, SCRFW7D
A- THIS PD N` Fill_[) LOCAfE. PLASTIC METF.'R HOX IN
20 --__OSi_ Nij;;LL PLAN fER OR CAST IRON BOX �;N- PAVE
OR CONCRETE AR-EAS_
11
CLOSE NIPPLE
2" L
2" 90' F180W
2' 90' ELBOWL
2' GAL VAN: /:D -f. AS REQUIRED
CONC RE 'E SLOCKNG
PL A\
VALVE N,; I LXT;-, \SION AS RLIQUIRLD
-WO P ECE CAS' IRON VA_vf: (SEE DING BR46 / PAGE 8090)
E04,AL `0 OLYMPIC FOUNDRY C10. GMCiUND L, NZ l CONCRETE SIDEWALK
STANDARD 8" TOP SEC`0N. 6 MAX.,
ww '0., -?E GUAR BASE SEC `10% .1
LENGTH TO FIT. / ; : .,�,�;�
2' RESIDENT SEA-ED
GA-417- VALVE. SCREWED
2' GALVANIZED
PIPE 12" -ONG
2" C-OSE NIPP-E
-
BETIIYEEN CAP OR PL„3_
AND 2" 9C* ELBOW
NS-ALL 4 MIL PO-YETHYLE-MC
18" MAX.
�A A57 IC COVER OV-t:R WASHEA;
GRAVEL CJT -XE FOR PIPE
10 CU. FT. WASHED GRAVEL =ASSIN-V
' - 112' AND RETAINED ON 1/4" MESr,
CAR DRAIN
ELEVATION
1W* 1' . AH, Ac:�K� 2' BLOW -OFF
PERMANENT ASSEMBLY
2 112" NST (HOSE)
AND 2 1/2- FNST
CAP NT*- GASKET
2'x2%2` 'TEE AND 2" CAP
2" CLOSE NIPPLE SEWTEEN "I.FEE
AND 9,0* ELBOW,
2" 90* ELJQW
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
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44
PIERCE AVENUE NE
27.5' UTILITY EASEMENT
211 LF.. 6" D.I. WM
..................
.............
.... . .... .. Ark
2" BLOW OFF
PER STD. PLAN #340.1
. . ........
----- ---------- ------------ --- -----
IE==39.
. ........ ........ ---
STA. 19+21.669 17' LT.+/—
10
CUT—IN CONNECTION (BY CITY FORCES)
1-8 x8 TEE (MJxFQ
1-8" GATE VALVE (FLxMJ)
2—SLEEVES (MJxMJ)
1— CONCRETE BLOCK
NOTE=
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF Al-L EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG1811
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SEE CONNECTION DETAIL PER CITY STANDARD j STA Ar)-L'XQ 50 WDT
PLAN NO. 300.1•
L.
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27460
00 ST0;04
000
sldk-
A L 01/06/2015 NO.
> 2
BOTTOM OF HYDRANT/TOP OF FLANGE=401.50
1 -8 "x6" TEE (MJxFQ
1 -FIRE HYDRANT ASSEMBLY
CUT & C P EXISTING 1-8"x6" REDUCER (MJxFQ
3/4- SE ICE AT MAIN 1-6" GATE VALE (FLxMJ)
1- CONCRETE BLOCK
CENTER OF HYDRANT, 14.09 RT.
PIERCE PLACE NE
NEW VALVE INSTALLED T
_
DURING SHTT PLAT
I SOUT
CONSTRUCTI N TO OUT
ALL FIRE HYDRANTS TO BE
SHACKLED PER CITY STANDARDS1
ALL WATER SERVICES SHALL BE
1 of SERVICE LINE
F ALLWATER METERS SHALL BE
3/4 IN SIZE
40+00
SITES SURVEY & MAPPING SCALE
DESCHM
D.L. OFFE, P.E.
DR%ft
D.L. , OFFE, P.E. ow WCH
cHmKm 0 FULL W.&E
F wr ow OCH
REVISION BY DATE AP P R *Pwim SC&E OCCORDSMY
41+00
42+00
wom Wl mI M /l
m CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
GRAPHIC SCALE
0 15 30 60
1 inch = JO feet
W- 311102
-RECOMMENDED FOR APPROVAL
By, %PdtM/ L
Byi Datei
Byl Datet
Byl Date.,
NE 7th NORTH PHASE 2
SCOTT DONOGH HOMES, INC.
WATER PLAN & PROFILE
3518 NE 7th Street
01/06/2015
ne.08001L
PPM-
01111011111111116 m
SHM: 10 OF. 13
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MONROE
AVE. NORTH
m
INT'X MONUMENT
FOUND TACK & LEAD
IN MONUMENT CASE
STA. 10+00, NE 7TH
STREET
.... ...... J
-7 t"r, kJ
NEW VALVE INSTALLED
OD
DURING SHORT PLAT
0
CONSTRUCTION TO SOUTH
. . . . ........... .... ...... ... .. . . ..... ... ............ ....... .............
.......... .. .... ......... ...................
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MI'
m
cd
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
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RIMI
44
PIERCE AVENUE NE
27.5' UTILITY EASEMENT
211 LF.. 6" D.I. WM
..................
.............
.... . .... .. Ark
2" BLOW OFF
PER STD. PLAN #340.1
. . ........
----- ---------- ------------ --- -----
IE==39.
. ........ ........ ---
STA. 19+21.669 17' LT.+/—
10
CUT—IN CONNECTION (BY CITY FORCES)
1-8 x8 TEE (MJxFQ
1-8" GATE VALVE (FLxMJ)
2—SLEEVES (MJxMJ)
1— CONCRETE BLOCK
NOTE=
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF Al-L EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG1811
it It f f i I
SEE CONNECTION DETAIL PER CITY STANDARD j STA Ar)-L'XQ 50 WDT
PLAN NO. 300.1•
L.
0*000
0 IViI , so
0
27460
00 ST0;04
000
sldk-
A L 01/06/2015 NO.
> 2
BOTTOM OF HYDRANT/TOP OF FLANGE=401.50
1 -8 "x6" TEE (MJxFQ
1 -FIRE HYDRANT ASSEMBLY
CUT & C P EXISTING 1-8"x6" REDUCER (MJxFQ
3/4- SE ICE AT MAIN 1-6" GATE VALE (FLxMJ)
1- CONCRETE BLOCK
CENTER OF HYDRANT, 14.09 RT.
PIERCE PLACE NE
NEW VALVE INSTALLED T
_
DURING SHTT PLAT
I SOUT
CONSTRUCTI N TO OUT
ALL FIRE HYDRANTS TO BE
SHACKLED PER CITY STANDARDS1
ALL WATER SERVICES SHALL BE
1 of SERVICE LINE
F ALLWATER METERS SHALL BE
3/4 IN SIZE
40+00
SITES SURVEY & MAPPING SCALE
DESCHM
D.L. OFFE, P.E.
DR%ft
D.L. , OFFE, P.E. ow WCH
cHmKm 0 FULL W.&E
F wr ow OCH
REVISION BY DATE AP P R *Pwim SC&E OCCORDSMY
41+00
42+00
wom Wl mI M /l
m CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
GRAPHIC SCALE
0 15 30 60
1 inch = JO feet
W- 311102
-RECOMMENDED FOR APPROVAL
By, %PdtM/ L
Byi Datei
Byl Datet
Byl Date.,
NE 7th NORTH PHASE 2
SCOTT DONOGH HOMES, INC.
WATER PLAN & PROFILE
3518 NE 7th Street
01/06/2015
ne.08001L
PPM-
01111011111111116 m
SHM: 10 OF. 13
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A RLM VIEW A
VALVE OPERATiNN NUT EXTENSON NOTE
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A
MINIMJM OF ONE (1) FOOT SONG. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: A_L EXTENSIONS ARE '0 BE MADE
OF STEEL, S;ZED AS NOTED, AND PAINTED
NTH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VANE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VANE MARKER POS- TO BE USED FOR ALA
MAIN LN"- VALVES OUTSIDE PAVED AREAS
38" MIN.
WIDTH
WHITE I:'C35
X20#
24"
VALVE MARKER POST
<A PUBLI(' WORKS VALVE BOX, MARKER OPERATING ' - '
NUT EXTENSION
,I
- i /4' BEND 22-1/2' BEND 45` BEND
TEE 90* BEND
THRUST K= 3EAfaNG AREA IN SQUARE FEET (SEE NOTES) FOR HORtZONTA�_ AND DOWNWARD VE RDCAL BEAKS
FM SILT SOIL FWI SIL " OR COMPACT SAND COMPACT SAND A GRAVEL
W 45' BEO-D ' 1 t /4' 90' 4'S' BEhO 11 t /4' 90' 4S' BEND ' 1 1 /
iFI,n"G TREND: TEF CAP OR PLUG A 22 1/2' 0" TEE CAP OR PLJG Nk 22 1/2' SEND TEE CAP OR PLUG !& 22 1
800 BI"IVL� i 3EI,If
K. 4' 7. 4. 1 7 i i. '.S L .
, 9. 4. 47 1, S S 4<4
7 t6.7 6.7 . 11.7 4 a.4 3.4 8 6 S.3
375 J7,' 150 726 511881 lae 7.5 14.0 i 5.6
AREAS CALCJ A-1:'C ON 300 Psi TEST PR£SSLOW. T-W WK CO%qR FOR WATFWAIN LESS THAN 12'.
4' -0' MN. COYER FOR WATT3IMAIN •2' OR GREATER.
MAX HEXI ' 01 'HfAJS1 &OCK (--T) - 05 : OEPW Of TRLNCH
WK ham; OF THRUST E QOM (T T) - O.D. PiPE + 1.0'
NOTES:
MUST NiL= d,
WA REFERS TO
ACE Of 1100E M
A lQu&w FEET
1 LOCATION ANC SIL OF SLOCKDOG FOR PIPE -ARK ER THAN 12- MAMETER AND FOR SOIL TYPES
D+FT:EREHT THAN SHOW% 9NALr 8E DETERMPED Br THE ENtBNEER.
2. AL_ BLOCKJ *G SHAL. 13E POURED M PLC ACAMST UND STURBEO NATIVE_ GROUND,
I AL_ POLMED THRUST BLOCKS SHAD BE BACOILLED AFTER WS.. I DAY. PRESSURE 'TES -nNG
91ALt OCCUR AFTER CONCIIIIEW HAS REACMM NOMINAL COMPRESSIVE STRFNGTH.
4. AL_ BLOCK&G %*A - 13E CONCRE?E C� S 0-%/r).
5. IILOCKIKG AGAINST FITTINGS SmALL BEAR AGAINST TIME GREATEST FITTING SURFACE AREA
POSSIBLE. &JT SHA_L k0'- COVER OR ENCLOSE WU FNDS..OlNT BOLTS OR GLANDS
REASOMABti ACCESS TO BOLTS iND GtAkDS, SHAL: BE PROWDED.
PUBLIC WORK:, ! CONCRETE BLOCKING FOR SM. PLAN - 990,2
• I •
HORIZONTAL AND DOWNWARD
,)I:,a►�'r�aN;v' VERTICAL BENDS I10
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFE, P.E.
-ScC L)
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LIE f.
z TESTING OLTAI »
I
E
VAL.V'E (F €.. XMJ)
TEMPORARY PLUG (M4 WITH 2-INCH TAP
AND 2, -ANCH BLOW OFF ASSEMBLY
CONCRETE BLOCKING
T
VERTICAL CROSS(MJXfL) FOR POLYPIGGING
RND FLANGE ON TOP WITH 2' TAP AND 2' PLUG
7.- 81LKND FLANGE ON BOTTOM
1 PLIJG(MJ) MATH 2 "TAP & 2' BLOW -OFF
# EMKWMY BLOCK
FINA€, CONNECTION DE'TAI €.
rr.. Y ........
NEW D.I. WATER J%E
3
AFTER ALL 'CLEANING BY POLYPIG, PRESSURE TESING
AND DISIINFEC'nON, REMOVE TEMPORAY BLOCK do SLOW-OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) do D.I. SPOOLS
FINAL CONNLCTIONN BY CITY FORCES
N01MS l
i TAW14C 'T'EE'S SHALL BE MAI Or CAST IRON, DUCTILE IRON OR
. tOATE17 STEEL BOLTS AND NUTS SEAL BE COR TEN.. k!15 "TEES
ANQ SHALL BE WATER TESTED BEFORE TAP
2. NO SI TAPS oAr CAST-IRON WATIrHK u ' P SFIALL £i£ AT
LEAST 2' SMALL ANETER THAN THEE G MAIN
3. NO WET TAP ON ASaES CEMENT i. i,-M STEEL LIRE
4 WET 'AT'PT'1G a E.xaSTIfi1G t'TIq Tt3Fi WATER MAINS W€i BE A13N£ !3Y
SPEER TAP OR SUPERIOR
' G
S CONTRACTOR SMALL AND V THE HORIZONTAL AND VERTICAN
I+L:IGNUENT OF NG LINE OR STLiB AIIALL START LAYING THE NEW
LINE AT E HORIZONTAL AND VEFt'1CAL AL*WENT OF THE EXISTING
ETU
6. . HR`z.`FS WILL VALVE PERFORM THE FINAL VE ANDTTOS OO A� WATER LINE
TO "FEE TAPPING VALVE W3T'Ft D. €, SLEEVE AND D.I. I. SPOOL.
Ffiw see*-
I
.4
♦ + WORKS CONNECTION TO WATER MAIN WITH
'TEE & VALVE
='ice - l itLt:C I :'_U1(:
13x24" PLASTIC METER i OX LQUAL TO MID- STATES PLASTIC.
INC. €iCF SERIES 4SBCF 1324 -18 WIT 1.75' THICK DUCTILE
IRON DIAMOND PLATE COVER FOUAL TO VID- STATES PLASTICS,
INC, MSCBC- 1324 -R WITH READER LID AND 2' DRILLED HOLE
FOR TOUCHREA.D P T LID (SEE DETAIL A -A)
9" MIN .
12" MAX
FINISH GRADE
.36' MIN COWR
22-1/2-
NEW XJCTILE
IRtN
WATERMAN
car.
rr c
IN UNIMPROVED RIGHT O z
I
vAly� aox �ID WITH
WAY INSTALL METER BOX AT
EARS IN DIRECTION OF
2" SOUAIRE
WATER MAIN AND WORD
OPERATING NU
-
LONG COPPER TAILPIECE. W
c
"WATER" CAST INTO IT
SIDEWALK
12' MIN.
16' MAX.
, ..
rn
412'
,WATER t '
m,
T0004READ
4' CONCRETE COLLAR FOR
VALVES A PAVED AREAS
4 -1/4" DIA.
METER TO BL
12.
`�-
1/8" MIN. THICKNESS
SEE DETAIL
2 NIECE CAST ::RON VALVE
Box. RICH- SEATTLE TYPE
OR OLYMPIC FOUNDRY
� „SEE`
LEND TI-I AS REQUIRED
1, 8 " MIN. THICKNESS
2 --1/4" INSDE MEASUREMENT
I
2-1/4* DEPTH
VALVE OPERATING NUT
SECTION A -A EXTENSION
VALVE OPERATiNN NUT EXTENSON NOTE
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A
MINIMJM OF ONE (1) FOOT SONG. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: A_L EXTENSIONS ARE '0 BE MADE
OF STEEL, S;ZED AS NOTED, AND PAINTED
NTH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VANE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VANE MARKER POS- TO BE USED FOR ALA
MAIN LN"- VALVES OUTSIDE PAVED AREAS
38" MIN.
WIDTH
WHITE I:'C35
X20#
24"
VALVE MARKER POST
<A PUBLI(' WORKS VALVE BOX, MARKER OPERATING ' - '
NUT EXTENSION
,I
- i /4' BEND 22-1/2' BEND 45` BEND
TEE 90* BEND
THRUST K= 3EAfaNG AREA IN SQUARE FEET (SEE NOTES) FOR HORtZONTA�_ AND DOWNWARD VE RDCAL BEAKS
FM SILT SOIL FWI SIL " OR COMPACT SAND COMPACT SAND A GRAVEL
W 45' BEO-D ' 1 t /4' 90' 4'S' BEhO 11 t /4' 90' 4S' BEND ' 1 1 /
iFI,n"G TREND: TEF CAP OR PLUG A 22 1/2' 0" TEE CAP OR PLJG Nk 22 1/2' SEND TEE CAP OR PLUG !& 22 1
800 BI"IVL� i 3EI,If
K. 4' 7. 4. 1 7 i i. '.S L .
, 9. 4. 47 1, S S 4<4
7 t6.7 6.7 . 11.7 4 a.4 3.4 8 6 S.3
375 J7,' 150 726 511881 lae 7.5 14.0 i 5.6
AREAS CALCJ A-1:'C ON 300 Psi TEST PR£SSLOW. T-W WK CO%qR FOR WATFWAIN LESS THAN 12'.
4' -0' MN. COYER FOR WATT3IMAIN •2' OR GREATER.
MAX HEXI ' 01 'HfAJS1 &OCK (--T) - 05 : OEPW Of TRLNCH
WK ham; OF THRUST E QOM (T T) - O.D. PiPE + 1.0'
NOTES:
MUST NiL= d,
WA REFERS TO
ACE Of 1100E M
A lQu&w FEET
1 LOCATION ANC SIL OF SLOCKDOG FOR PIPE -ARK ER THAN 12- MAMETER AND FOR SOIL TYPES
D+FT:EREHT THAN SHOW% 9NALr 8E DETERMPED Br THE ENtBNEER.
2. AL_ BLOCKJ *G SHAL. 13E POURED M PLC ACAMST UND STURBEO NATIVE_ GROUND,
I AL_ POLMED THRUST BLOCKS SHAD BE BACOILLED AFTER WS.. I DAY. PRESSURE 'TES -nNG
91ALt OCCUR AFTER CONCIIIIEW HAS REACMM NOMINAL COMPRESSIVE STRFNGTH.
4. AL_ BLOCK&G %*A - 13E CONCRE?E C� S 0-%/r).
5. IILOCKIKG AGAINST FITTINGS SmALL BEAR AGAINST TIME GREATEST FITTING SURFACE AREA
POSSIBLE. &JT SHA_L k0'- COVER OR ENCLOSE WU FNDS..OlNT BOLTS OR GLANDS
REASOMABti ACCESS TO BOLTS iND GtAkDS, SHAL: BE PROWDED.
PUBLIC WORK:, ! CONCRETE BLOCKING FOR SM. PLAN - 990,2
• I •
HORIZONTAL AND DOWNWARD
,)I:,a►�'r�aN;v' VERTICAL BENDS I10
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFE, P.E.
-ScC L)
y
LIE f.
z TESTING OLTAI »
I
E
VAL.V'E (F €.. XMJ)
TEMPORARY PLUG (M4 WITH 2-INCH TAP
AND 2, -ANCH BLOW OFF ASSEMBLY
CONCRETE BLOCKING
T
VERTICAL CROSS(MJXfL) FOR POLYPIGGING
RND FLANGE ON TOP WITH 2' TAP AND 2' PLUG
7.- 81LKND FLANGE ON BOTTOM
1 PLIJG(MJ) MATH 2 "TAP & 2' BLOW -OFF
# EMKWMY BLOCK
FINA€, CONNECTION DE'TAI €.
rr.. Y ........
NEW D.I. WATER J%E
3
AFTER ALL 'CLEANING BY POLYPIG, PRESSURE TESING
AND DISIINFEC'nON, REMOVE TEMPORAY BLOCK do SLOW-OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) do D.I. SPOOLS
FINAL CONNLCTIONN BY CITY FORCES
N01MS l
i TAW14C 'T'EE'S SHALL BE MAI Or CAST IRON, DUCTILE IRON OR
. tOATE17 STEEL BOLTS AND NUTS SEAL BE COR TEN.. k!15 "TEES
ANQ SHALL BE WATER TESTED BEFORE TAP
2. NO SI TAPS oAr CAST-IRON WATIrHK u ' P SFIALL £i£ AT
LEAST 2' SMALL ANETER THAN THEE G MAIN
3. NO WET TAP ON ASaES CEMENT i. i,-M STEEL LIRE
4 WET 'AT'PT'1G a E.xaSTIfi1G t'TIq Tt3Fi WATER MAINS W€i BE A13N£ !3Y
SPEER TAP OR SUPERIOR
' G
S CONTRACTOR SMALL AND V THE HORIZONTAL AND VERTICAN
I+L:IGNUENT OF NG LINE OR STLiB AIIALL START LAYING THE NEW
LINE AT E HORIZONTAL AND VEFt'1CAL AL*WENT OF THE EXISTING
ETU
6. . HR`z.`FS WILL VALVE PERFORM THE FINAL VE ANDTTOS OO A� WATER LINE
TO "FEE TAPPING VALVE W3T'Ft D. €, SLEEVE AND D.I. I. SPOOL.
Ffiw see*-
I
.4
♦ + WORKS CONNECTION TO WATER MAIN WITH
'TEE & VALVE
='ice - l itLt:C I :'_U1(:
13x24" PLASTIC METER i OX LQUAL TO MID- STATES PLASTIC.
INC. €iCF SERIES 4SBCF 1324 -18 WIT 1.75' THICK DUCTILE
IRON DIAMOND PLATE COVER FOUAL TO VID- STATES PLASTICS,
INC, MSCBC- 1324 -R WITH READER LID AND 2' DRILLED HOLE
FOR TOUCHREA.D P T LID (SEE DETAIL A -A)
9" MIN .
12" MAX
FINISH GRADE
.36' MIN COWR
22-1/2-
NEW XJCTILE
IRtN
WATERMAN
car.
rr c
IN UNIMPROVED RIGHT O z
I
WAY INSTALL METER BOX AT
'
PROPERTY LINE MATH 12' t 7
'
r
n
LONG COPPER TAILPIECE. W
c
SIDEWALK
I
rn
z
,WATER t '
m,
T0004READ
D
METER TO BL
12.
nevA'E[
vp c
SUPPLIED 6Y THE z_ x
�
CITY 0
TYPE »K» SOFT u
COPPER TUBING
iF SERVICE LINE M HOUSE IS 3/4' OR i'
TC BE INSTALLED 114 THE FU77URE GALVANIZED
INSTALL FORD C14-33 OR 44 F IP T PLUG
X COMPRESSION COUPLNNG
c_ LOOP DOWN TO CEINTERUNE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER - , -. •T R FOR "x METER: FORD
SERVICE RARER!' TO METER. VBH72- 15W -44 -330, OR MCDONALD BRASS. 21- 215WCOOM. OR
MUELLER* 3 /4-- 8- 2470 --2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
v0RPQRATTON STOP WITH BALL VALVE, FORD CgEHR5ETTER FOR i' M FORD VW72-- 15W -44- 44G, OR
TAPERED THREAD (CC). QUICK .JOINT McDONAL€3 BRASS. 21- 415WCW44, OR MULLLLR: 1 -13- 7410 -2
(3/4" FT3`000 -3 -17) OR AY M4=ONALD 47018 BOTH INLET AND £}t TLET WITH QWK JOINT. PADLOCK WINGS ON
FT3'1(K>C -4 -0) OR AY MCOONALD 4.7018 INLET ANGLE BAI... VALVE: AND SINGLE 04ECK VALVE ON OUTLET.
ALL FITTINGS SHALL 8E WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WTH,N CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF DETER BOX.
A- DRILL 2' DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
2-1/2 M IN. FROM NEAREST
AND FRRONT EDGE OF PIT LID
TYPICAL
RIFT
NOTE:
THE CENTER OF THE -40 LE MUST BF AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS "CIE
NUT TO TIGHTEN AG"ST THE OPEN SIDE OF MORE THAN
ON LE R 1S.
SM. PLAN - 920.1
I' t. "I:� LIC WORKS
3'4" AND 1" WATER SERVICE
4 ♦
N.
L
..*,-*.**0
WOO so
'T. GO^
a• y'�
z'
0
•
'� .• 27460 •:
o.�,.�c C/S
FSS /dN •
12/04/2014 NO.
REVISION
•21
2" CLAS
* 2,� .
CLA
CLA
'
MIN MIN r MIN I MINIMIN
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
* SEE DWG# HR -05 FOR MINIMUM STANDARDS
WATER PIM G NW.L. MCTIFSS Sunwd Pion No. 300
L All WORK AND MA 7RMLS SWILL BE N ACCORDANCE WITH THE LATEST EDMON OF THE CTY OF MENTON PU>r X WORKS
STAB SPEC CA7TONS AND SPECIAL PROVISKIINS AND WSiDOIT / AMA STA DP M ICIl7TONS,, LATEST EDFWN AS
Af MMO /Y TTE CRY OF REM M. A SET OF CRY APPAOMEO PLANS SHALL K KEPT AT 7HE JOB SITE WHOKM C101 IS IlUC`TM
ISINFIDORMAPRE4UX45TWJCTIONrnilmm iCE SMALL K HELD PRIOR TO THE START OF CO--- -RxTiw 7TE CONTRACTOR
AND OR OEVEIOPEM SHALL RE RESPONiMiLE FOR SECLJNI ALL NECESSARY PEN&M PAK)R 70 C0116TlNJCTTON.
2. ALL ENST06 UTKIM SMALL REMAN N SERVICE DURIN6 CONSTRUCTION LOLIESS OTHERWISE r.(M. THE CONTiIAICTOit SMALL
CALL 14K*4Z4�66S TO VEMY UTlJTY LOCATIONS BEFORE 11186MINM E>aCAVATION.
3. ALL MATERIALS USED FOR 71E OF WATER SYSI EM SWILL BE NEW ANO AND
'CATALOG CUTS' FOR ALL MATERIALS SHALL BE APPROY M N WRITING BY THE CITY OF RENTON PRIOR TO BR NSM ANY
MATERIALS O*9TE.
4. ALL WATER MAN PMIE MATEIMS SMALL K CEMENT LIED DUCTU OM PMT, 7Ti1p M CLASS S2 PER AWWA C 151 AND C
1+04. PIPE JOIiM SHALL AE PUSM401 OR MECHANIC& JOiIT. CAST IAON OR DUCTN,E N= PiPE RTTMIGS SHALL iE CLASS 250 AS
PER MWAWWA CUWA21.104M ALL DUCTiitE NON ME AM Fn TIMERS SHALL RE WRAPPED WRH "AL BLAILI(, TtiW7YPE,
POLYETH LENS PLUM PEA A~ CM STAIOAAM
S. f111RMLUM COM PROEM TOP OF WATER MAILS 70 Aii TED GRADE SMALL BE 36 NICHES FOR PIPE DIAITETER OF 104MM OR LESS
AND 48 MICM FOR PIPE DIAMETER OF 12-4iKH PM LANCER. MAXIMUM COMER FOR ALL WATER MARK SHALL BE 60 NX MS»
ANY DENATi M MUST RE APPWM BY THE CRY Of IM= PRIOR TO CONSTRUC11OK WIEAE UTRRY CONFLICTS OCCUR,
THE PROFILE OF 7HE WA7N MAN SMALL BE ADIILSTED AS NECESSARY M M FAR CONFLICTS AND 70 PROMME MINIMUM COIVEA.
PM OEFIWTM SHALL NOT ETf M ONE-HALF OF PIPE LSANUFACTUMn iG1T10N FOR SiZE OF PIPE USED. ALL 7MKN
iACKRLL SHALL BE COMPACTED TO 95 PEKOff MAXMMUIM 00 ULNSTTY AS DE I � BY 7HE UAODiED PROCTOR 7EST
METHOD OW" N ROADWAY% ROADWAY SIIOULDERSI, AOIADWAY PRISM AND ONVEWAYS, IMO AS PERCEMT MOD MI UINPAiiIO
AREAS. ALL PME ZM OOMPACTiON SHALL BE 9S MDD.
6. CONCRETE KOCKM FOR WATER MARK SWILL ME DESNWED, NOTALLED AND POURED N PLACE N AIOCORDANCE WITH CITY OF
MENTON STANDARD DETAILS AND SPECiRGTIONS AND SHALL BE MLSTALLED AT ALL VERTICAL MID IiORRONTAL OENK RTTNQS
AM BASE OF HVDRAJi M IIINGALUOS {OR SMM M PROD " MAY RE REWRED ON ALL h%CI IAIMCAL JOM N ADDITION TO
CONMTE KOCIOW
7. ALL NEW WATER MAN PIPES AND RTTiNGS SMALL HAVE A FOAM POE P16 RUN TWA IM 7NDA PRIOR TD BEMIS RUG ED,
OISMIIFECTED, AND TES11 . CLEATING, PRESSURE AND PURRY TWW SHALL BE DONE N 7HE PKSEI ICE OF AND UNM THE
SUJ•ERIASION OF A CiTY OF BESEECH UTWT'Y VWSCTOR. THE CONTRACTOR SWILL SUPPLY, NSTALLAND MUM PLUGS,
COAPORATIO N STIOPSI, BLOW -Off ASSEMMUM AND DMIIST RESi UWfT / NDCI FOR TEST11101 AND PURITY A01` "ONCE. NO
CONIECTiOM SMALL BE MADE BFTWUN THE NEW MAIN OR •ETWEEM TIE NEW WET TAP VALVE TD M ETaSTMf6 MAN UNTIL
THE NEW RPM HAS BEEN FOAM401660, DLSMI FIC11106 FLUSH, AM PASSED SM P1113SURE AiD PUlIfiYTESTW
L NEW WATER MARK MK XW$6 SERVICE LATERALS SHALL IK TESTED AT A STATIC PRESSURE OF 150 PSI ADM WOftKMiG
PRESSURE WRH A MINMMUM OF 225 PSI TEST P213SURE FOR IM L MIU75 WiTH A MAXMAW OF S PSi PRESSURE DROP DLWMIG
THE 8MRE TEST PERIOD. UPON SATLSFACTORY COEIMLEMN OF THE PMUM TEST, THE LW SMALL BE DGIi fC`TED, RUSHED,
AND 7HEN WATT SAWIPM SMALL ISS TAKE! FOR PURITY 7ESTM16 MYTHE PUBLIC WOW MLSPEIt.'TOR.
9. THE CONTRACTOR SHALL N0 7W 7HE CiTY OF REMMM WAT O UT11JiTY AND I IAMITENANCE DEPAKIIIWO S AT LEAST W WIORION
DAYS PRIOR TO MAKM CONNECTIONS TO THE EWTT06 WATER SYSTEM. Tl* CONTRACTOR SHALL EKPOSE 7HE DOSTTNG WATER
MAR! AND FR7MM AT THE 0010 MCTTON POWT BEFORE OAOERM THE NOCES.SARY ADAPTORS AND RTTOGS RECTUM FOR
7HE RNAL OOIiiECi101i. TIE CM IIACTiOR SHALL EXCAVATE, REIMONE ALL SUIMACE MA7ENAM AND PROVIDE SHORMiG iMO
ALL MATERIALS REaIMiEp FOR THE CiTY OF R8ffON TO PERFORM THE COIMECTION TO THE DOSTMI6 WATER SVSML TIE
CONTRACTOR SHALL PROVIDE AM MISTALL RAOUFILI• CONCRETE B 001111 I6, AND COBAILETE SURFACE Ml VAMM
3w'0
PUBLIC woxxs am. PLAN -
DEPARTMENT V�itR
MARCH 2010
7.
SCALE
Iw INICH
AT FULL SCALE
IF WT ONE 011CH
SCALE ACCORDDIGLY
Vvmcu: wwD 19M
H0RIZ0NTAIr TNAD IM /INN
DATUM
OF CURB OR
OF PAVEMENT
2" CLASS 'B'
;ENTER LINE OR
.ANE LINE
6.5' MIN.
1' 1' 2.5' it 1'
MIN MIN MIN MIN MIN
ACP CLASS 'E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEMLE PAVE11ENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
ADOPTED
G'1TY OP iiOrlm
STAiMAIM PLUM
1 IS! DAM 12/96
DWG. NAME: HR -23 SP PAGE: H032A
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
%- CITY OE
OR
RENTON
Planning /Building /Public Works Dept.
N.T.S.
W -3771
03
RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By: Date:
By: IV�� Date:
NE 7th NORTH PHASE 2
SCOTT DONOGH HOMES, INC.
WATER DETAILS & NOTES
3518 NE 7th Street
12/04/2014
P"E.
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