HomeMy WebLinkAboutS-324801fl
f�
r.�
(ice
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 POTHOUNG THE UTILMES AND SURVEYING THE
HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS
SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 42�4yy - 55755 AND THEN S
0 PHY5ICGALL�.Y 1MR FY WHVI ORT NOT CON�CTSNEXIST L LOCH DNS/ Of
SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
SUBJECT TO VARATION. IF CONFLICTS SHOULD OCCUR. THE CONTRACTOR
SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PRO13LEAIS
PRIOR TO PROCEEDING WITH CONSTRUCTION.
WATER &SEWER PLAN
FOR INGRAM SHORT PLA T
LOCATED IN THE S. W. 114, OF THE N. E. 7/4, OF SECTION > 9,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY, WASHINGTON
I LOT 23 I
I we
I _ _ _ _ - _ _ _ J N. LINE LOT 22 1
I--------------- - - - - -- i---------------------------------- - - - - -4
I LOT 3 I
/1: SSMH
RIM - 120.68
r
LOT 2 8 DUCTILE IRON N. -S.
I R.S.P. N0. 24-76
112 R.S.P. N0. 24- 76 O�° CTR. CHANNEL - 111.4.8
I I I p I
I �I I I b
12: SSMH
_ WOOD SET, wA[ LS , RIM - 134.08
I I HOUSE I I 8" DUCTILE IRON N., S., W.
I I PROVIDE 3' OF COVER I ~
CTR. CHANNEL - 126.38
/ 1 I CONSTR TTON EASEMENT _ -- -r - -#3: �B -
/ J I I X r RIM - 125.27 - - - --- .
AS E "~ -1 '- 12 ` ADS N. - (23.47
N. LINE S. a_-t9T -2Y „_ S'�''�Q4Q'� :ALC
-- - _- - _ - - -- - - - — I '
4 QOM ' ► . _ _ A g1[YERT E iZ CMCC 113.31 CIXWW E 1 ?' OtaI - 11446
_.
2' BLOWIOFF DTL 2 4 a' 1$4 4 OI 6' VE N MJ
' / .... PVC 4!� � NEW TL
20 I I - LOT 1:
_ 0
-- —
TYP, BY an OF RENTON - -- --
:..
DTI. 1/3 - - _�- r----��� T :IN �TL 1/4
I 1 t3J I g' I
X4 M
I I 4 GV MJ
coNC. R. w 'r wr7oD .-R:w. — _ I 6" C�V M11XM
I �__ 2 -6 APT (DI TO q)
g (PARENT PARCEL) E =1 4.32 _ _ _ _ _ .,. _ _ _ _
F� =121 0 8
TL N.3340401595 6, DO � S0. FT. I ?? �� I I On - 5 � _ _ _ _ _ _ _ 2 3, E- 106.21
,rI - - - - - - - „� -- - - - - - - - - - - - - - - - ___ - - -- -- - -- 1 ` I (CON A OR SH&L VERI Y
LOT 3 I N. LINE LOT 21 HOUSE -� LOCATION IE OF EX SEWER
4,5001 SO. FT. FF =121 0 F.F.- 126.91 %1 � �I PRIOR TO CONSTRUCTION.) TL M0. 72316000
® 120
LOT 2 I I 3
4,5001 SO FT. I C31 LOT
580 _ I 'I
I SI BENCHMARK
TO BE REMOVED I 1 ?4 �• -- -- _ I RCIO LL f .-
125-36 D L IN FEET
122 � WOOD WOOD ASPHALT D.W. I _ I QD - - - - - - - - - - - - -
- —124 DECK EX WIC FOR LOT 1 _ _ SET. wALL - -
NW46'461W 200.02' CALC'o /2, LOT 2f ----------------- - , AI
S. LINE. N. 1 I �. RIM a 23.57 I
2W.00 7) "'� I W I 12` N.- 121.92 I
SHED I 12' CANT S- 122.27 1
I Ik, I i LOT .
WATER cQc SE WER P N ' '~ , I I T.L W. 723,
I � .
I
126 1 =207 126'; ~,�
NOTE:
NEW HOME LOCATIONS AND FOOTPRINTS ARE APPROXIMATE. NOTE:
FINAL LOCATION AND FOOTPRINT WILL BE PROVIDED DURING ALL TRENCH RESTORATION SHALL BE PER THE CITY OF RENTON
BUILDING PERMIT STAGE. TRENCH RESTORATION AND STREET OVERLAY DETAIL.
5 I CIE SEu►l L LEArN 00'r R&Vv 1t IF-b AT
PROPERTY LINE every too FAT'
Z
O
6" BUILDING SEWER PIPE -�
Z
TEE WITH 6 " SIDE OUTLET -'
or
6" SIDE SEWER AND BUILDING SEWER a
0
a
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1: 3:5 MIX wh
CONCRETE
BLOCKING �P +• �.5
6' -0" FUTURE
BUILDING SEWER
2 x 4 STUD SERVICE MARKER PAINT UPPER
PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND #6 WARE WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
PLAIN AND REINFORCED CONCRETE, DI PIPE AND Cl
PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED 120
CLAY SHALL BE CUT AND SECTIONED WITH PVC.
nNGR� ci rl 110
�- 6" SIDE OUTLET TEE -
SEWER MAIN
6" MIN. SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
I:�TION
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.
SIDE SEWER
NTS
Cramer Northwest Inc.
ENGINEERS, SURVEYORS & PLANNERS
945 N. CENTRAL, STE. #104, KENT, WA 98032
(253 )852 -4"0 (local) or 1 - (800)251 -0189 (toll free) (253)852 -4955 (tax)
E -MAIL: cnlOcrar+nornw.com
wr�.lj•��R�t wwP. f�.,�t!►�
do
�+ S Kw uEC�. p
0
L, *4
Ono 11/26/2=
100
........A
....... EX GR
E
3 REVISIONS PER COR LSK 06 10 LSK
REVISIONS PER COR & OWNER ''""'° R E N TO N
�OR EARL INGRAM
..............
E1r 1��
, �IEEIIo•52� ..............
a
WATER PLOW
3
..
W
1' MIN
DI ................
..............
................
................. . ...............
...............
...............
.................
...............I.
....SEX 8' SS
..........IE =105 ..............
SHA TTUCK CROSS
=20' H, I 10' v
13644' PLASTIC METER BOX EQUAL TO MID— STATES PLASTIC,
INC. 9CF SERIES MSBCF 1324 -1. NTH 1.750 THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID — STATES PLASTICS,
INC. MSCOC- 1324 —R VATH READER LID AND 1 -5/8• DRILLED
HOLE FOR TOU011READ PIT LID (SEE DETAIL A —A) -- --
38' MIN COVER
NEW DUCTILE
IRON
WATERMAIN
8' MIN
FINISH GRADE 120 MAX
• 5
&Q
22-1/2*
CM i MVI
r�r a «i
g IN UNIMPROVED RIGHT OF
WAY INSTALL METER BOX AT i
PROPERTY LINE MATH 12'
LONG COPPER TAILPIECE. i
SIDEWALK }
'�• r'�' ., Y.
TOUCHREAD WATER
METER TO BE 12•
SUPPLIED BY THE
CITY
�•E -K• SOFT
--�— / COPPER TUBING F' g8
IF SERVICE LINE TO HOUSE IS L 3/4' OR 1'
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 FIDT PLUG
x COMPRES9ON COUPLING
LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSEM FOR 51Il'g3 /4' METER: FORD
LINE TO METER. VBH72- 15W- 44 -33G, OR McDONALD BRASS. 21- 215WCQQ33. OR
MUELLER: 3/4-0-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP. FORD TAPERED THREAD tppERSEM FOR 1" METER FORD VBH72- 15W- 44 -44G, OR
(CC). QUICK JOINT McDONALD BRASS: 21- 415WC0044 OR MUELLER: 1 -8- 2470 -2
3/4' F1000 -3—G) OR AY MCDONALD 47MO BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER.
F1000 -4—G) OR AY MCDONALD 47010 PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK
VALVE ON OUTLET. ALL PAC( —JOINT FITTINGS SHALL BE WITH
Qum JOINT.
NOTE:
ALL METER BOXES INSTALLED MATHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST —IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTAIl ON
BOTH SIDES OF METER Box.
A-- A DILL 1 -5/8• DIA. HOLE FOR AMR
(AUTOMATIC METER READ) TOUCiREAD DEVICE
2-1/2- MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
RIT IICAL NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1 • FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
METER & SERVICE
1
NTS
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 I
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929,
MUELLER SUPER CENTURION 200. AND WATEROUS PACER WITH
6" MECHANICAL JOINT INLET MATH LUGS.
5-1/4" MAIN VALVE OPENING. TWO 2-1/20 HOSE CONNECTIONS
NAT10NAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF
SEATTLE THREADS WITH A STORZ ADAPTOR. 4 SEATTLE THREAD
X 5" STORZ. ATTACHED WITH 1/8- STAINLESS STEEL CABLE.
1-1/4- PENTAGON OPERATING NUT. FIRE HYDRANT TO BE
PAINTED MATH TWO COATS OF PAINT. KELLY -M OORE/PRESERVATIVE
PAINT No. 5780 -563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
i a6
LEVEL ALL GROUND
MIN 3' RADIUS
5" STORTZ
1
CONCRETE BL I
151
S
CAST IRON VALVE BOX WITH LUG TYPE COVER.
OLYMPIC FOUNDRY CO. STANDARD 8` TOP SECTION WITH
BASE SECTION LENGTH TO FIT. VA VE NUT EXTENSION
!ED (SEE DWG OR46 / PAGE 8090.
RAISED PAVEMENT MARKER TYPE 88 AS
STIMSONITE TWO -WAY BLUE.
DCKING
\�6- CAST IRON TEE. WITH 6` FLANGE SIDE OUTLET.
N GATE VALVE (FL X MJ) AWWA C -509. RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT UNED, LENGTH TO FIT TWO 3/4`
STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
16" x 8" x 40 MININUM
CONCRETE BLOCK
UNDER HYDRANT 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8 ")
FIRE _ HYDRANT 6SSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS
Amp
ONE MAN ROCK
6
QLI FILL
HYDRANT LOCATION IN CUT 08 FILL
FIRE HYDRANT
NTS
FIRE HYDRANT ASSEMBLY DETAIL
ADOPTED
JR/ CITY OF RENTON
STANDARD PUNS
IM DATE: 12/96
Dl NAME: BR24 SP PAGE: B102
3
111l1� N W� w = 1j 1Al
1 20 1M CITY OF
INGRAM SHOAT PLAT
1
2/28/04
3 REVISIONS PER COR LSK 06 10 LSK
REVISIONS PER COR & OWNER ''""'° R E N TO N
�OR EARL INGRAM
l 1 LSK
FOX.
1 REVISIONS PER COR do OWNER LSK 03/15 a� ,� �,,, � DATUM Planning/Building/Public Works Dept.
LSK 9
WATER PLOW
3
N0. REVISION w,�,
0 BY DATE APPR
3 4
Al— Y)
NIN NIN A A
ROLL200
FR 269
;.
a.:
•Ft.
•f 4
r
:I
4 .
.rpf
•R