HomeMy WebLinkAboutS-3151026
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NW 1/4,
PROPER 1Y LINE
I `
6" BUILDING SEVER PIPE
FUTURE
BUILDING SEWER
\ w
\ 2 "'x 4° STUD SERVICE" MARKER PLANT UPPER
`-TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER' W11H 3' HIGH BLACK LETTERS.
AND /8 WIRE WRAPPED AROUND THE STUD AND
4 EXTENDED TO THE TOP OF THE STUD.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
�����D BUILDING IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60 " ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
t
CONKMIX � ►�"e�°��
CONCRETE } O„'-
BLOCKING �'N 1 A),* ;
C$' 1C MIN JLOPE
HORIZONTAL
6" SIDE OUTLET TEE S
SEWER MAIN SEWER MAIN wa.�a.� �j/� �D�
8" MIN. TY�j'LT'( lam/. I7lUP
SONCRETE ®LOCIfiNG ANGLE TYPICAL SIDE SEWER ELEVATION i�Jl:/i��6i!
OF TEE AT MAIN OVER 25 NO TO SCALE
FI FVA7VI(J
NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5" COVER AT PROPERTY
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. RNSPUL UA — 98 — 025SHPL
1 9809109003
1/4, SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EA
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110
OR COMPRESSION TYPE SUCH AS CLOW MEDAL; M & H 029
AND MUELLER SUPER CENTURION 200 WITH 6' LIONMECHANICAL JOINT
INLET WITH LUGS.
5 -1 4' MAIN VALVE OPENING. TWO 2 -1 2' HOSE CONNECTIONS
NA DNAL STANDARD THREADS. 4- PUMPER CO"CT10N CITY OF
SEATTLE THREADS WITH A STORTZ .ADAPTOR, 4 SEATTLE THREAD
X 5' STORTZ, ATTACHED WITH 1/8' STAINLESS SIM CABLE
1 -1/4' PENTAGON OPERATING NUT. FIRE HYDRANT TO BE
PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE MX
PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL MAX
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. MIN
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
LEVEL ALL GROUND
MIN 3' RADIUS
CONCRETE BLOCKING
LEVEL ALL GROUND
5" STORTZ MIN 3' RADIUS
1
�8 1
�- CAST IRON TEE. WITH f' FLANGE SIDE OUTLET.
ONE MAN ROCK V 12' f' GATE VALVE (FL w MJ) AWWA C -509, RESILIENT SEAT
1 6' DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4"
Birl 6
CUT EIILL
HYDRANT LOCATION IX CUT OR FLLL �p�
PAVEMENT TRENCH REPAIR PER -- - - - - -- i'Ji\L'r W Y DETAL
CITY OF RENTON STANDARDS
I
DED& Na RIM
, v ......
18' TO 20- BEHIND BACK OF CURB
OR 12' BEHIND BACK OF SIDEWALK
THAT IS ADJACENT TD CURB
TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 6' TOP SECTION WITH
REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT E1(Twm
AS REQlARED (SEE DWG MR46 / PAGE BOBO).
RAISED PAVEMENT MARKER TYPE M AB
STWSONITE TWO -WAY BLUE-
2'
�ia
CONCRETE BLOCKING
STEEL 11E BOOS. SEE STD DETAIL FOR TE RODS.
18' z 6• x 4' MINYNUM
UNDER HYDRANT 1/3 CU. YD. WASHED DRAW ROCK (3' TO J /8')
li' Rr HrnRA_w!r ss8 RL.r
35 LF B' D.I. WATER MAIN NOT TO SCALE
'3 I � �` I STA 0 +25 � 5' RT
S - 0t NEW 3/4' WA METER I 1 -8 x6 TEE MJ x FL x FL) -1' 6 "CLO. (fl it 1113)
1- PERMANENT 2 BLOW OFF ASSY y LOT 2 (SEE D AIL) 20' INGRESS /EGRESS & UTILTIY EASEMENT kI I C 1 -5" MVO FIRE HYDRANT ASSY
1- 4" D.I. CAP (MJ) WITH 5' x 5' EMENT 1 AND PUBLIC EATER EASEMENT ° __� 7 LF - 6" D.I.
1- 4 '*x4' VERT. CROSS I e ' -
t k390 (FOR POLY PIG) I I I 1 -8 "x 4" REDUCER (FL)
1- 4 GATE VALVE (FL x MJ)
1- CONCRETE THRUST BLOCK
STA 32 +48.5 - 9.5' RT
_ WET TAP EXISTING 16" D.I.
1- 16% 4" TAPPING TEE (FL)
1 -d" GAME VALVE (FLxMJ)
i -CONC. THRUST BLOCK
5�3I5/fl? r.,,.v.lY
+ 12'x 22' CONCRETE METER
BOX WITH 3/16" STEEL DIAMOND PLATE
COVER EQUAL TO FOC 71TE METER
AL CO. 4-10 METER BOIL
MILL. 1 -3/4' aA HOLE
OETAL A-A)
f" MIN
� FIISH GRADE . r a �• MAX L
21' MIN
COVER
36' MIN COVER
NEW DUCIILE MON T ' TO CENTERUNE
WAlEM1AIN OF W�A70 MAW 10
SLACK IN COPPER SCRMCE
Laic 10 iaiaJ
L CORPORATION STOP. FOIID TAPERED
DMEAO (C:� PAP( JCN7(1(3 fl4�)000)
IF
FOR SERVICE FROM
EXISTING STEEL
ASKSTOS'CEMENT OR
EXISTING CAST IRON PVC WATER MAINS
OR DUCTILE IRON INSTALL DOUBLE STRAIN
WATERMAIN SERVICE CLAMP
EQUAL TO MUELLER CO.
IN UNIMPROVED IIAGHT OUST TER BOX AT F WAY ly
t PROPERTY LINE. t
SIDEWALK
1
j) V--.j WATER METER TO BE --� 12' MW IpL �� NY THE CITY 3f" MIN Com
lY►E 'K' SOFT COMER 1ISIR0
OLIO COPPERSCT IM
VW 72 -18W- 44-330 (FOR S19" x 3/4• MElU
YM 72 -1;44 -446 (FM i METLA)
BOTH HEIR AND OUTLET WI1H PACK JOINT WITN GRIPPER.
PROVIDE PAKAC K Wlldf ON KEY VA %0E SINGLE C E= VALVE
DIN 6MILET. 3/4• an 1•
ALL PACK -JOINT FMOM SHALL fE VAIN KMIPPG. GALVANIZED PLUG
IF, SERVICE LINE TO MOUSE IS TO M
IKTALLIA IN 7ME FU71ME INSTAL.
FORD 014-33 OR 44
MDT x COMPRESSION COUPLING
DRILL 1 -J 4' DNA. HOLE FOR
NOTE: oEYACE
THE CENTER OF THE HOLE 1N
KUST K AT LEAST 1'
FROM UNDERNEATH MIS �_-- 2 -1 j2' WN. FROM NEAREST
UNLESS THE RIf SPACING �T - - r ANO IIIONT EDGE KY PIT LID
ALLOYS THE NUT TO II i
TIGHTEN AGAINST 111E OPEN
SIDE or MORE EVAN TYPICAL no F 3/4" & V WATSK U94ICZ
ONE ft. ADOPTZD
Y TROY
WA� rim
Uff am qu
" DWG. NAME:BR41 -TR SP PAGE:@106
wAii�l6! � Na �7R SCANNED OCT 0 R -�
CO (NOT VISITED) IN CONC. CASE (THIS SURVEY) HS °- U I LT NOT TO SCALE y -,`07/4 Z
N. E. 16 TH STREET CITY OF RENTON MON %250
1326.69" RECOMMENDED FOR APPROVAL
N89.5720E hs -Bulcr 5�D oN SITE ADDRESS:
F•OEl -D 9URNS�q "
G ILOVIIE5 � 1►S=C, . Illy
NOTE- STREET STATIONING PER W E / 2004- ��� 1901 ABERDEEN AVE., N.E.
ABERDEEN AVE NE WATER MA/N �N „ �10 iY f1�1ADlM. �- �/��}f 0_¢ RENTON, 6:A. 98059
EXTENSION PLANS (W- 282505) N
S - BY eiul Z"6. (f CITY OF RENTON
UTILITY CONFLICT NOTE: LEGAL DESCRIPTION: 2 112" BRASS DISK IN DEPARTMENT OF PUBLIC WORKS
CONK. GSE (NOT VISITED)- WATER /SEWER SERVICE
S CAUTION: THE NORTH ONE-HALF OF THE NORTH ONE-THIRD OF THE CITY OF RENTON MON J7, �ap 61f DATE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH SOUTH THREE FOURTHS AND THE NORTH 6 FEET OF THE
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS K),: NOT BY POTHOLING THE U71UTIES , PLAN DETAILS
SOUTH ONE -HALF OF THE NORTH ONE -THIRD OF THE SOUTH
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. � ENGINEER:
7HIS SHALL INCLUDE CALLING UTILITY LOCATE O 1 -600- 424 -5555 AND THEN POTHOLING ALL OF THREE- FOURTHS OF TRACT 251, C.D. HILLMAN'S LAKE - _ JA MER ENCUNEEFUNQ � 'r
THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSING TO PHYSICALLY VERIFY WASHINGTON GARDEN OF EDEN, DIVISION NO. 4, ACCORDING TO
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE
ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. 829, RECORDS OF KING COUNTY, WASHINGTON. 0 9419 South 201ft Moat ��� w -.� / r/u / DESIGNED: JJJ DATE: 2/24/03 FILE NAME:
wTli� -1) -&r'/ , ww,D -J741 / ,qW ,� �` Kw t, WA. MA031 . , �; ^/o /) DRAWN: CRONES
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF
o ONE CALL # 1 -80 ®- 424 -5555 P`'°T""° `253'°�°�`�` l'-20' F'� PAGE:
WASHINGTON. � .�a CHECKED: JJJ
Z NO. REVISION! BY API'R. DATE DawES: �t� �( No.: ('1.53) 85401S56CANNE 2' APPROVED: SHEET: 4 OF: A
71W • 7
FX � .. ®.. ® ..
1- CONCRETE RUST BLOCK
6' PVC SIDE SEWER O MIN. 2X
(LOT
F.N.
I I
I
TRAC 1
N69'34' 2�
?S2.J0'
262
7'
85.02 4' D.L
WATER
��7-
5'
y I
25' 5' PUB lC
NT
I
1 0 LF
-1
_ —
22.77'
15' 0+50
20 WIDE INT DRIVEW
o
--T
WA £ASE
20 WIDE INT DRIVEWAY
I
& BLOC TE'2 £SIT.
NEW 3 4' WATf METE
auxavAG I L
r- - - -
--
LOT 3 EE DET )
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CONK.
��T a 262 DRIVEWAY-
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MS
%� Q
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ac I
3 DW
f,
/� q
LO 3
��
k
S k}0 Y
42.36'
-- - -1
yoi
O
NN3
LOT 1
-I 9 -
-
+ \
+
•
DECK NEW 6' PVC
(TO BE
I I
�
N
•v,
62
•�f. I
REMOVED F�7PR/M O SIDE 2X MIN.R
15?6t Sq.Ft•
I
� 2b
y
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I
rU
2
3
�
1
S.._
.v
/�
S 11
41.45'
I
I
4
6' 7. T
M
senr?r1 1F ?s?.
w
\\-APPROX.
m
L l' EX 4' PIr'
SEWER. DISCONNECT fROM EX. HOUSE
ON LOT 1 AND USE FOR NEW HOUSE ON°
EXIS 6" SIDE R STUB.
CONNE TO EXIST. SE ON LOT 1
I
LOT 3
QR40i
tit L39
\ UST. WATER
M R LOT 1
W +
I I
;
I
��
y
ld
I
NOTE:
I
�^
ALL TRENCH RESTORATION SHALL BE PER CURRENT
I
I ( I
CITY OF RENTON TRENCH RESTORATION AND STREET
OVERLAY REQUIREMENTS.
30
30
S. LINE, S. I12, N 1/3, S. 314, TRACT 151
GRAPHIC SCALE
I
¢
20
0 10 20
40
80
IBM: CENTER MH
EX FIRE
£LEV= 263.35
HYDRANT
O STA ��{{
29 +67 �l
114" BRASS PLUG IN CONC.
WITHOUT CASE (PER ROS 114 -I18)
(
1 Inch - PO
f(.
FOUND I /4" BRASS DISK
1- 4 GATE VALVE (FL x MJ)
1- CONCRETE THRUST BLOCK
STA 32 +48.5 - 9.5' RT
_ WET TAP EXISTING 16" D.I.
1- 16% 4" TAPPING TEE (FL)
1 -d" GAME VALVE (FLxMJ)
i -CONC. THRUST BLOCK
5�3I5/fl? r.,,.v.lY
+ 12'x 22' CONCRETE METER
BOX WITH 3/16" STEEL DIAMOND PLATE
COVER EQUAL TO FOC 71TE METER
AL CO. 4-10 METER BOIL
MILL. 1 -3/4' aA HOLE
OETAL A-A)
f" MIN
� FIISH GRADE . r a �• MAX L
21' MIN
COVER
36' MIN COVER
NEW DUCIILE MON T ' TO CENTERUNE
WAlEM1AIN OF W�A70 MAW 10
SLACK IN COPPER SCRMCE
Laic 10 iaiaJ
L CORPORATION STOP. FOIID TAPERED
DMEAO (C:� PAP( JCN7(1(3 fl4�)000)
IF
FOR SERVICE FROM
EXISTING STEEL
ASKSTOS'CEMENT OR
EXISTING CAST IRON PVC WATER MAINS
OR DUCTILE IRON INSTALL DOUBLE STRAIN
WATERMAIN SERVICE CLAMP
EQUAL TO MUELLER CO.
IN UNIMPROVED IIAGHT OUST TER BOX AT F WAY ly
t PROPERTY LINE. t
SIDEWALK
1
j) V--.j WATER METER TO BE --� 12' MW IpL �� NY THE CITY 3f" MIN Com
lY►E 'K' SOFT COMER 1ISIR0
OLIO COPPERSCT IM
VW 72 -18W- 44-330 (FOR S19" x 3/4• MElU
YM 72 -1;44 -446 (FM i METLA)
BOTH HEIR AND OUTLET WI1H PACK JOINT WITN GRIPPER.
PROVIDE PAKAC K Wlldf ON KEY VA %0E SINGLE C E= VALVE
DIN 6MILET. 3/4• an 1•
ALL PACK -JOINT FMOM SHALL fE VAIN KMIPPG. GALVANIZED PLUG
IF, SERVICE LINE TO MOUSE IS TO M
IKTALLIA IN 7ME FU71ME INSTAL.
FORD 014-33 OR 44
MDT x COMPRESSION COUPLING
DRILL 1 -J 4' DNA. HOLE FOR
NOTE: oEYACE
THE CENTER OF THE HOLE 1N
KUST K AT LEAST 1'
FROM UNDERNEATH MIS �_-- 2 -1 j2' WN. FROM NEAREST
UNLESS THE RIf SPACING �T - - r ANO IIIONT EDGE KY PIT LID
ALLOYS THE NUT TO II i
TIGHTEN AGAINST 111E OPEN
SIDE or MORE EVAN TYPICAL no F 3/4" & V WATSK U94ICZ
ONE ft. ADOPTZD
Y TROY
WA� rim
Uff am qu
" DWG. NAME:BR41 -TR SP PAGE:@106
wAii�l6! � Na �7R SCANNED OCT 0 R -�
CO (NOT VISITED) IN CONC. CASE (THIS SURVEY) HS °- U I LT NOT TO SCALE y -,`07/4 Z
N. E. 16 TH STREET CITY OF RENTON MON %250
1326.69" RECOMMENDED FOR APPROVAL
N89.5720E hs -Bulcr 5�D oN SITE ADDRESS:
F•OEl -D 9URNS�q "
G ILOVIIE5 � 1►S=C, . Illy
NOTE- STREET STATIONING PER W E / 2004- ��� 1901 ABERDEEN AVE., N.E.
ABERDEEN AVE NE WATER MA/N �N „ �10 iY f1�1ADlM. �- �/��}f 0_¢ RENTON, 6:A. 98059
EXTENSION PLANS (W- 282505) N
S - BY eiul Z"6. (f CITY OF RENTON
UTILITY CONFLICT NOTE: LEGAL DESCRIPTION: 2 112" BRASS DISK IN DEPARTMENT OF PUBLIC WORKS
CONK. GSE (NOT VISITED)- WATER /SEWER SERVICE
S CAUTION: THE NORTH ONE-HALF OF THE NORTH ONE-THIRD OF THE CITY OF RENTON MON J7, �ap 61f DATE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH SOUTH THREE FOURTHS AND THE NORTH 6 FEET OF THE
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS K),: NOT BY POTHOLING THE U71UTIES , PLAN DETAILS
SOUTH ONE -HALF OF THE NORTH ONE -THIRD OF THE SOUTH
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. � ENGINEER:
7HIS SHALL INCLUDE CALLING UTILITY LOCATE O 1 -600- 424 -5555 AND THEN POTHOLING ALL OF THREE- FOURTHS OF TRACT 251, C.D. HILLMAN'S LAKE - _ JA MER ENCUNEEFUNQ � 'r
THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSING TO PHYSICALLY VERIFY WASHINGTON GARDEN OF EDEN, DIVISION NO. 4, ACCORDING TO
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE
ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. 829, RECORDS OF KING COUNTY, WASHINGTON. 0 9419 South 201ft Moat ��� w -.� / r/u / DESIGNED: JJJ DATE: 2/24/03 FILE NAME:
wTli� -1) -&r'/ , ww,D -J741 / ,qW ,� �` Kw t, WA. MA031 . , �; ^/o /) DRAWN: CRONES
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF
o ONE CALL # 1 -80 ®- 424 -5555 P`'°T""° `253'°�°�`�` l'-20' F'� PAGE:
WASHINGTON. � .�a CHECKED: JJJ
Z NO. REVISION! BY API'R. DATE DawES: �t� �( No.: ('1.53) 85401S56CANNE 2' APPROVED: SHEET: 4 OF: A
71W • 7
FX � .. ®.. ® ..