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.( & UTILITIES PROPOSED 15'
/ EASEMENT EASEMENRAINAGE
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SCALE IN FEET
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3 - 8" cv V BOX (FL X YJ) EX. 15' SANITARY SEWFR I I� RIM =65.5f `"� -- �- � � �� � � �i A Le
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5' SLF 8' D.I. PIPE ESMT PER REC. Dri��`; IE =54.7t VERIFY I STA 3+016.42 ISS Sm a 4F OW (W) `" —
SEE DV& "A" %4 LF 8" M . x-- 6�- i�E-{w I 1E = 85.0 COW. THRUST RM ----, 37th STO
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5' S' cL -52 --� e; Cw IZ X Mr) 28 LF e' M
11
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III I j 1 COW. THOM IRM LOT 8 CM SEE SFA 5+52.
11
SURVEY LEGEND
LEGEND
SET 5/8" REBAR & CAP
FOUND REBAR AND CAP
FOUND IRON PIPE
FIRE HYDRANT
CATCH BASIN TYPE 1
CONIFER TREE
DECIDUOUS TREE
STEEL FENCE POST
UTILITY POLE
WATER METER
WATER VALVE
CB TYPE 2
SANITARY SEWER MANHOLE
YARD DRAIN
EDGE OF ASPHALT
HOG WIRE OR CHAIN LINK FENCE
AS NOTED
CEDAR FENCE LINE
ROCKERY
EX. CONTOUR
LOT I O 1 LOT 9 1 I � 8" VERTICAL CROSS '— -- " —"' � - """- PROPOSED ROW
' STD DETNL 8078 RE]�yVE 8l.Ow OFF
STALL STORTZ ADAPTOR I I 1 I^ PAGE 6 OF 6 Ir 46 X Oil
+ (MJ X FL) FOR
I m= 88.0 I >Rlli = Wo Imi I n • u POL G
10 UTILITY M = 00.0 I J 8 G.V. w X MJ EX. ROW
EASEMENT SS STUB 8'�f6 REDUCER W X
I 15'151 _ UPON NOCEPrANCE OF
5 IE -- 81,0 15-15,1 151 , -- .. — .. -- .. — .. ---- PROPERTY LINE
� OTHER TESTtMIG, COIiNECT TD Dc W.M.
IN ccloROlr�►TaN WM CR OF MM W
SEE DETAL V ,�
- -- ----- - -- - - -- LOT LINE
I I -
o O o I f 10'
� � N I N w �'� -- ---- — - - -- -- -- - - - PROPOSED EASEMENT
L4 DETAIL �� B
- -- ...,._ - - I L5 � r'`�• ._._ � ._. ___
-eo EX. EASEMENT
... _. _ ...._.._.... TESTING
DETAIL "A" DETAIL 1113" rn N.T.S.
N.T.S.
SEE STD DETAIL 13112 - PAGE 6 OF 6
120
110 _...- - -- - -- --
I
100 ___._._ ._ _____ -- - _- _.___ -- WATER 8c SEWER PROFILE
SCALE: 1 " =30' HORZ
90
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FILL �
I ROAD'
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SCALE: 1 " =30'
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4 +00
FINAL x
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5 +00
RQLL 20.E FR5��1
I SEE STD DETAIL
13114 -PAGE 6 OF 6
W
120
1
45' BENDS (2)
F 100 STA. 5 +56.12; 10.75 RT.
"x6" REDUCER &
CONNECTION TO EX.
WATER MAIN
-�
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50
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WATER LEGEND
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PROPOSED
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EX. WATER
PROPOSED
GATE VALVE
PROPOSED
CONC THRUST BLOCK
PROPOSED
TEE
PROPOSED
REDUCER /INCREASER
PROPOSED
WATER METER
PROPOSED
CAP
PROPOSED
BEND
PROPOSED
COUPLING
PROPOSED
HYDRANT
W/ STORTZ
ADAPTER
S S S PROPOSED SANITARY SEWER
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5- 33070/
Infrastructure
ICON Consulting
E„�,g . Corporation
1082 Kirkland Avenue, N.E., Suite B
Renton, Washington 98056 r
Phone: 425-272-1020 - Fax: 425- 272 -1021 I
cD ' S• 33o7ai, i./ X30'70 /
4
BENCHMARK:
14� CITY OF RENTON
BENCHMARK
#2116
ELEV.= 42.15'
NAVD'88
OASIS OF BEARING:
SEE SURVEY
RECORDED
UNDER 20010607900002
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PLAN VIEW
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VERTICAL CRDSS(MJmFL) FOR PmYPI
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ONE BLDNB FLANGE ON BOTTOM
NNE OLD PLUG WITH 2' TAP L 2' TEMPORARY 2LOV• -OFF
TEMPORARY BLOCK
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TEMP. BLOCK
EXISTING WATER LINE
EXISTING WATER LINE
FINAL CONVECTION DETAIL
Ai
18E
AFTER ALL TESTING. CLEANM BY PDLYM AND DNSDNFECTION,
REMOVE TEMP. BLACK L BLOW-LfF L CONNECT
WITH SLEEVE 04.0 L D.I. SPOOLS
FINAL CO MNECTMN BY CITY FORCES
EXISTING WATER LINE
WATER CONNECTION DETAL
3 VALVES CUT --IPA INSTALLATION
STANDARD DETAIL 13112
WATER CONNECTION -CUT IN
SCALE: N.T.S.
TEMPORARY 2" GALVANIZED PIPE
AND 2' GATE VALVE
FINISHED GRADE ELEVATION
INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER)
4 FT MIN. CO'V'ER (12 -INCH DIAMETER AND OVER)
NEW WATER MAIN I POL��
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE OF wour IL. Cam smu BE THE ,smK AS SIZE OF MAN LINE
VERTICAL CROSS (MJ X FL)
ONE BLIND FLANGE ON TOP OF CROSS MnTN 2" TAP t 2' TEMPOR�NIY BLOW -Off A'1SEMBI.Y
(REMOVE BLOW -OFF ASSEMBLY AND MISTALL 2- PLUG AFTER REWMAL OF CMWMNG `POLY-PIG')
ONE BLIND FUWE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS ANO PpLYPIGS SHALL IE REmmm FROM SUMP OF VERTICJII. CROSS BEFORE
OISINFECTMDN OF' NEW WATER MAN
STANDARD DETAIL 13114
POLYPIGGING STATION
SCALE: N.T.S.
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WATER MAIN POLYPIGGING STATION
VERTICAL CROSS FOR POLYPIGGING
NW 1/4, SECTION 32, T 24 Nq R 5 Eq W.M.
13'x24' PLASTIC METER ON EQUAL TO MID - STATES PLASTIC,
INC. BCF SEIM4S M3W 1324-16 WITH 1.75' THICK OUCIILE
IRON DIAMOND PLATE CO11ET1 EQUAL TO MD- STALES PLASTICS.
INC. MSWC- 1324 -R WITH HEADER LIO AND 1 -5/tr DNaLLED
HOLE FOR TOUOIREAD PIT LID (SEE DETAIL A--A) --- ---- -- �
9" MIN
12 MAI
W MIN COVER
22 -1/7'
Cny
P111019
IIN UIS0011011ED RIQHT OF I
•�''�~ NAY MISTALL METER BOOT AT
PROPERIV LINE MATH 120
• LONG COPPER TA4.PIECE.
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TESrIM DETAIL
t6 FT
PLAN VIEW
NEW WATER LINE
VERTICAL CRDSS(MJmFL) FOR PmYPI
ONE BLUM FLANGE ON TOP WITH P TAP L 24PLUG
ONE BLDNB FLANGE ON BOTTOM
NNE OLD PLUG WITH 2' TAP L 2' TEMPORARY 2LOV• -OFF
TEMPORARY BLOCK
�— CUT -IN (BY CITY FORCES)
TEE O LWL) V/ CONC. BLOCK
3- GATE VALVES WL30i)
P- SOLID SLEEVES OLD OR RO--M AC COUPLINGS
— t- PLUG (M„D V/241TAP L TEMP. ROW-wr
TEMP. BLOCK
EXISTING WATER LINE
EXISTING WATER LINE
FINAL CONVECTION DETAIL
Ai
18E
AFTER ALL TESTING. CLEANM BY PDLYM AND DNSDNFECTION,
REMOVE TEMP. BLACK L BLOW-LfF L CONNECT
WITH SLEEVE 04.0 L D.I. SPOOLS
FINAL CO MNECTMN BY CITY FORCES
EXISTING WATER LINE
WATER CONNECTION DETAL
3 VALVES CUT --IPA INSTALLATION
STANDARD DETAIL 13112
WATER CONNECTION -CUT IN
SCALE: N.T.S.
TEMPORARY 2" GALVANIZED PIPE
AND 2' GATE VALVE
FINISHED GRADE ELEVATION
INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER)
4 FT MIN. CO'V'ER (12 -INCH DIAMETER AND OVER)
NEW WATER MAIN I POL��
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE OF wour IL. Cam smu BE THE ,smK AS SIZE OF MAN LINE
VERTICAL CROSS (MJ X FL)
ONE BLIND FLANGE ON TOP OF CROSS MnTN 2" TAP t 2' TEMPOR�NIY BLOW -Off A'1SEMBI.Y
(REMOVE BLOW -OFF ASSEMBLY AND MISTALL 2- PLUG AFTER REWMAL OF CMWMNG `POLY-PIG')
ONE BLIND FUWE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS ANO PpLYPIGS SHALL IE REmmm FROM SUMP OF VERTICJII. CROSS BEFORE
OISINFECTMDN OF' NEW WATER MAN
STANDARD DETAIL 13114
POLYPIGGING STATION
SCALE: N.T.S.
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w M
•
WATER MAIN POLYPIGGING STATION
VERTICAL CROSS FOR POLYPIGGING
NW 1/4, SECTION 32, T 24 Nq R 5 Eq W.M.
13'x24' PLASTIC METER ON EQUAL TO MID - STATES PLASTIC,
INC. BCF SEIM4S M3W 1324-16 WITH 1.75' THICK OUCIILE
IRON DIAMOND PLATE CO11ET1 EQUAL TO MD- STALES PLASTICS.
INC. MSWC- 1324 -R WITH HEADER LIO AND 1 -5/tr DNaLLED
HOLE FOR TOUOIREAD PIT LID (SEE DETAIL A--A) --- ---- -- �
9" MIN
12 MAI
W MIN COVER
22 -1/7'
Cny
P111019
IIN UIS0011011ED RIQHT OF I
•�''�~ NAY MISTALL METER BOOT AT
PROPERIV LINE MATH 120
• LONG COPPER TA4.PIECE.
SIDEVIALK
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MEM TO BE
SUPPLIED BY TNE 12"
CITY
TYPE TIC' SOFT
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TESrIM DETAIL
t6 FT
PLAN VIEW
NEW WATER LINE
VERTICAL CRDSS(MJmFL) FOR PmYPI
ONE BLUM FLANGE ON TOP WITH P TAP L 24PLUG
ONE BLDNB FLANGE ON BOTTOM
NNE OLD PLUG WITH 2' TAP L 2' TEMPORARY 2LOV• -OFF
TEMPORARY BLOCK
�— CUT -IN (BY CITY FORCES)
TEE O LWL) V/ CONC. BLOCK
3- GATE VALVES WL30i)
P- SOLID SLEEVES OLD OR RO--M AC COUPLINGS
— t- PLUG (M„D V/241TAP L TEMP. ROW-wr
TEMP. BLOCK
EXISTING WATER LINE
EXISTING WATER LINE
FINAL CONVECTION DETAIL
Ai
18E
AFTER ALL TESTING. CLEANM BY PDLYM AND DNSDNFECTION,
REMOVE TEMP. BLACK L BLOW-LfF L CONNECT
WITH SLEEVE 04.0 L D.I. SPOOLS
FINAL CO MNECTMN BY CITY FORCES
EXISTING WATER LINE
WATER CONNECTION DETAL
3 VALVES CUT --IPA INSTALLATION
STANDARD DETAIL 13112
WATER CONNECTION -CUT IN
SCALE: N.T.S.
TEMPORARY 2" GALVANIZED PIPE
AND 2' GATE VALVE
FINISHED GRADE ELEVATION
INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER)
4 FT MIN. CO'V'ER (12 -INCH DIAMETER AND OVER)
NEW WATER MAIN I POL��
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE OF wour IL. Cam smu BE THE ,smK AS SIZE OF MAN LINE
VERTICAL CROSS (MJ X FL)
ONE BLIND FLANGE ON TOP OF CROSS MnTN 2" TAP t 2' TEMPOR�NIY BLOW -Off A'1SEMBI.Y
(REMOVE BLOW -OFF ASSEMBLY AND MISTALL 2- PLUG AFTER REWMAL OF CMWMNG `POLY-PIG')
ONE BLIND FUWE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS ANO PpLYPIGS SHALL IE REmmm FROM SUMP OF VERTICJII. CROSS BEFORE
OISINFECTMDN OF' NEW WATER MAN
STANDARD DETAIL 13114
POLYPIGGING STATION
SCALE: N.T.S.
e
w M
•
WATER MAIN POLYPIGGING STATION
VERTICAL CROSS FOR POLYPIGGING
NW 1/4, SECTION 32, T 24 Nq R 5 Eq W.M.
13'x24' PLASTIC METER ON EQUAL TO MID - STATES PLASTIC,
INC. BCF SEIM4S M3W 1324-16 WITH 1.75' THICK OUCIILE
IRON DIAMOND PLATE CO11ET1 EQUAL TO MD- STALES PLASTICS.
INC. MSWC- 1324 -R WITH HEADER LIO AND 1 -5/tr DNaLLED
HOLE FOR TOUOIREAD PIT LID (SEE DETAIL A--A) --- ---- -- �
9" MIN
12 MAI
W MIN COVER
22 -1/7'
Cny
P111019
IIN UIS0011011ED RIQHT OF I
•�''�~ NAY MISTALL METER BOOT AT
PROPERIV LINE MATH 120
• LONG COPPER TA4.PIECE.
SIDEVIALK
I I
N
MEM TO BE
SUPPLIED BY TNE 12"
CITY
TYPE TIC' SOFT
Corm nom
C" .
NEW DUCTILE
ANON
IF SERVICE LINE 710 HOUSE IS
TO BE INSTALLED N 1HE FU'RNIE
INSTALL FORD 014-33 OR 44 FDT
x COMPIR 111011 COUPLING
LOOP DOWN TO CEN70 IE
OF MATER MAIN TO
PROVIDE SLACK IN COPPER
SERVICE LIE TO METER. _µ-�„ OR McOO F= 21- 21501100 = OR
MUELLER: 3/4-0- 2470 -2 " CHILE SALL VALVE ON INLET AND
SINGILE CHECK VALVE 00 OUTLET
CORPORATION STOP. FORD TAPERED THREAD FCN VOH72 -19WI - 44-44Q OR
(CC). QUICK JOINT MdXPIALp 21- 413WCQQI 011 MUEUjM 1 -5- 2470 -2
(314' FIOOD -3-G) Or AY MCCONALD 47010 OM LINLET AND OUTLET UM PACK JMT UM aaPPER.
(1' FIC100 -4-0) OR AY MCOQNALD 47010 PAOLOCK == ON INLET ANGLE BALL VALUE NO '3IMI DECK
VALVE ON OUTLET. ALL PACK -JOINT RT10= SHALL BE WI1H
anaK JOINT.
NOTE:
ALL METER BONES INSTALLED MM CONCRETE OR PAVED DRIVEWAYS MIALL BE
CAST - •*M EQUAL TO OLVAPIC FOUNOMY. EVAN" JOINTS MUSH K MSTALLED ON
BOTH SIDES OF METER BOK.
t
3/4' OR 1'
GA.VAMED
PLUG
DULL 1 --5/B" DIA. HOLE FOR AMR
(AUTOMATIC METER READ) TOU04WAD DEVICE
2--1 /Y MIS/. FROM NEAREST
AND F1lOMIT EDGE CIF PIT LID
NOTE:
J THE CENTER OF 11HE HOLE MUST BE AT LEAST 1" FROM
UNOERNEATH RIBS UNLESS THE 4-N SPACMG ALLM THE
NUT TO TroMTEN AGAINST 1HE OPEN SSE OF MORE THAN
ONE RIB.
STANDARD DETAIL 8106
WATER SERVICE CONNECTION
SCALE: N.T.S.
ROLL 2 0 ;2
3/4" & I " RATER SERVICE
PROPERTY LINE
6' -d"
! FUTURE
6" BUILDING SEATER PIPE I BUILDING SEAR
2"x C STUD SERVICE MARKER PANT
TEE MATH B" SIDE OUTLET UPPER PORTION VHTE ANS STENCIL ON
WE WORDING 'SEWER` WITH 3•' H04
BLACK LETTERS. AND /B IM WRAPPED
AROUND TiIE STUD AND EXTENDED TO THE
TOP OF THE STUD.
A: _WE SEVER AND , SEIIIER
UI&ESS OTMERMASE APPROVED BY THE CITY. MAKE TAP 7141110LIGH CAST
MLf.BN SADDLE SECURED TO SEWER MAIN WITH STAINLESS S M BANDS
WHEN CONN1EC7ING NEW SIDE SEWERS TO Eft7M MAIN.
PLAIN AND Fo3woRCED OONCTiE•TE, DI PIPE AND Q PIPE SEWER
MAINS ARE TO BE COIF DIWLLLED.
VITFAFED CLAY PPE SHALL BE CUT AND HAVE A NEW TEE
SECT00) IN.
Or ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1:3:5 MIX M Oro
CONCRETE
eLOacING
�r MIN S1 QPE
HORIZONTAL
6" SIDE OUTLET TEE
SEINER MAIN
S•• MIN. SEWER MAIN
CONCRETE BLOCKING ANGLE TYPICAL „DE SEWER ELEVATION
Of j� AT PAIN OVER 25
F1I Fes.;
NO
UNLESS OTHERWISE SHOWN ON R.M. SIDE SEWER SHALL HAVE
A MNMUM 2.5' COVER AT PROPERTY LINE OR 3--5' LOWER
THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOITER.
STANDARD DETAIL B078
SIDE SEWER CONNECTION
SCALE: N.T.S.
F IR 5. 2
S- 330702
STANDARD SIDE SERER DISTALLATION
(SERER W" TO, PROPERTY LM)
RECOMMENDED
FOR APPROVAL
er wry:
8Y: DATE:
er aArE K
'7'll,wl fJ1t o�
Infrastructure
ICON Consulting
_ Corporation
1082 Kirkland Avenue, N.E., Suite B
Renton, Washington 98056
Phone: 425 -272 -1020 -Fax: 425 -272 -1021
F xP ES: 04- 106 --011
cM ; :T • 3„30 70 Z zaa-' 5.1 C 70 2 SCANNED MAY 12001
I�
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° ° � Nil 1/4; ..SECTION 32, T 24 N, R 5 E W M.
� I_(D � � EXIU¶uTM PROPOSED 15
e- � W ° CV - _- EASEMENT ,, � STORM DRAINAGE
- - -.
a ¢ � 6 0 � / - -- - -- -- - . -- - - - :. . _ _ EASEMENT
_Q- -a- -
- = _
L . -- a --r.�. � �__ -�__ � ° - _ - - --
SURVEY LEGE V °D
SET 5/8" REBAR &CAP
FOUND REBAR AND CAP
FOUND IRON PIPE
-. -- FIRE HYDRANT
- -�- -� -- `'�'�' CATCH BASIN TYPE 1
CONIFER TREE
30 15 0 30 60
DECIDUOUS TREE
SCALE IN FEET STEEL FENCE POST
UTILITY POLE
WATER METER
Ij
WATER VALVE
CB TYPE 2
I
SANITARY SEWER MANHOLE
_
�..,:
YARD DRAIN
--
�
EDGE OF ASPHALT
I � WITH STORTZ ADAPTOR
\ . - ._.
-- - -- - HOG WIRE OR CHAIN LINK FENCE
�, T -- ,,_.- _
AS NOTED
-� � - ---__ - - -
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90
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g33oT03
BENCHMARK:
CITY OF RENTON
BENCHMARK #2116
ELEV.= 42.15' NAVD'88
BASIS OF BEARING:
11AS- BUILT °° SEE SURVEY RECORDED
C1 UNDER 20010607900002
40 �\ H �q .
r
RECOMMENDED Infrastructure
FOR APPROVAL � '�
Consulting °s �,�TER�°,����,
B "� ° "'E� Corp€�ration SZONAI �' 2,26 -e7
BY.' DATE: Engineers - Surveyors
By DATe _ 1082 Kirkland Avenue, N.E., Suite B ExF,��: Ba -os -Ba
Renton, Washington 98056
Phone:425- 272 -1020 - Fax:425- 272 -1021 I
Ab,S- 33D7a5 AJk���
WI - 3307 03 CSCAN )