HomeMy WebLinkAboutS-3248032
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RECOMMENDED FOR LPPROVAL
BY: DATE:
BY: DATE:
BY: .. DATE:
BY: DATE:
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 VERh& LOCATION PRIOR TO CONSTRUCTION. THIS
SHALL INCLUDE CALLING UTILITY LOCATE • 1- 800 - 424 -5555 AND THEN
POTHOLING ALL EXISTING UTILITIES AT LOCATION OF NEW UTILITY CROSSINGS
TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF
SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS
PRIOR TO PROCEEDING WITH CONSTRUCTION.
LOT 23
WATER & SEWER PLAN
FOR INGRAM SHORT PLA T
LOCATED IN THE S. W. 114, OF THE N. E. 114, OF SECTION 19,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY, WASHINGTON
I _j I 90•
I
_ —_____ N. LINE LOT 22
I_________ .,. ____ ... ___ — — -- _ _------------------- --- -_— __— __ ---- -�
I LOT 3
I R.S.P. No. 24 -76 LOT 2 I
1 1 1 2 1 R.S.P. NO. 24-76 I
Li
I , HOUSE I I
I
— — -- — I PROVIDE 3' OF COVER
M do 1 I
I 1 I •
CONSTR T10N EASEMENT
I I ASPHAL - �
WOOD �Er aces
ON
1: SSMH
M 120.68
8" DUCTILE IRON N.—S.
CTR. CHANNEL - 111.48
/2: SSMH
RIM — 134.08
8" DUCTILE IRON N., S., W.
CTR. CHANNEL 126.58
-13:-•ee---------
RIM — 125.27
K 12" ADS N. — 123.47
I I
N. LINE
SW46'461E '00.02 C 116• r
60.00 , r14: gEVERf E 12• QOIYL; = 114.6
.
4 III
4" CAP ::: M . l."AWN E 12 Gtr= 11.).31
2. Q..:... 6" J
BLOWOFF, DTL 2/4
�.
4:
NEW
NEW 1 METER do SERVICE, LO
TYP, BY CITY OF RENTON
:::::.::.:.� :: 2 —s" gPTOR (DI TO q)
Dn 1/3 TL /4
�...:: I 6„X4 M )
~ I 1
ConR.W. I I 6"
C. MIIX�1
,p WDOD �,�`' �� ' I I 2 -6 APT (DI TO CI)
p (PARENT PARCEL)
g TL #3340401595 LOT 1 122 1 I I =106.2±
_ — —
-- __ —___ �F�121_0 ________ L'I_ •0Qp — I CON A OR SHALL VERIFY
LOT 3 I N. LINE LOT 21 I HousE — — — — — LOCATION do IE OF EX SEWER
4,500E SQ. F`T. F� =121.0 F.F.= 126.9E 11 , � PRIOR TO CONSTRUCTION.) T.L MD, 72316000
LOT 2 I I 3 120
4,500± SO. FT. vI LOT
580 12Q ( aI
II NCH"4RK
'L�' , CO S D NAIL IN U. P.
TO BE REMOVED I ``"� '24 -- -- -- --- I R r. ,� L E . = 125.36 U.S. FEET
F=jl§ D ASPHA LT D.W. T 41ono — — — — — — — — — — — — — — —
K EX WM FOR LOT 1 ET wa1 c
-------- W.We ---
NW46 " W 2•QO' ( D) S. LINE. N. 112. LOT 21 I I EX C8
(PIA w RAWV = 23.57 I
I SHED 112 N.= 121.92 1
I 1 3 .8 c�� 12 " QW S.= 122.27 1
1 r I$ I I LOT
WA W R .N I~ I I T.L 0.723;
12 6 1 =20 126 11 � I�
I I »�
NOTE:
ALL TRENCH RESTORATION SHALL BE PER THE CITY OF RENTON
TRENCH RESTORATION AND STREET OVERLAY DETAIL.
1: 3:5 MIX
CONCRETE
BLOCKING
O
6 " BUILDING SEWER PIPE '
hk•
r •
W
Z
Ir
W
o-
0
0-
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
PROPERTY LINE
69-0#*
FUTURE
BUILDING SEWER
vu
\_2 x 4 STUD SERVICE MARKER PAINT UPPER
PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND X16 WIRE 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 CI
PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED
CLAY SHALL BE CUT AND SECTIONED WITH PVC.
�OVG
,.ANC war a Ai&i PH /1f7r
�— 6" SIDE OUTLET TEE
SEWER MAIN
6" MIN. /SEWER MAIN
CONCRETE BLOCKING AN,Gj
QE 11EE AT MAIN QvF_g 235 TYPICAL SIDE SEWER ELEVA.BON
EUYATION
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
S K R UIrC
WASy F.
Cramer Northwest
Z
ENGINEERS, SURVEYORS & PLANNERS
945 N. CENTRAL, / sTE�°
AL, STE. X104, KENT, WA 98032 Ac.�AL,�
(253)852 -4880 (local) or 1— (800)251 -0189 (toll free) (253)852 -4955 (fax) �_ `I 2�
E —MAIL: cnlOcramernw.com ���(p 11126/�pp;
'13'x24" PLASTIC METER BOX EQUAL TO MID— STATES PLASTIC,
INC. 901' SERIES MSSCF 1324 -18 WITH 1.75" THICK DUCTU•E
IRON DIAMOND PLATE COVER EQUAL TO MID — STATES PLASTICS,
INC. MSCOC- 1324 —R IMTH READER LID AND 1 -5/1" DRILLED
HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A —A) --
r MIN
12" MAX
�., IV I I
36" MIN COVER
22 —i /2' 1- ----"'
OT
rr
IN UNIMPROVED RIGHT OF
•�" WAY INSTALL METER SOX AT
PROPERTY UK MATN 12" �
LONG COPPER TAILPIECE.
SIDEWALK
TOUCHREAD WATER
METER TO BE
SUPPLIED BY T 12
HE
CITY
TYPE "K0 SOFT
COPPER TUBING
NEW DUCTILE
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE IS
TO BE INSTALLED IN THE FUTURE
INSTALL FORD C14-33 OR 44 FIDT
x COMPRESSION COUPLING
LOOP DOMIN TO CENTERLINE
OF wATEIt MAIN Tn
PROVIDE MACK IN COPPER L'JpPERS£TM FQ8 SA"Y3i4" MM, FORD
LINE' VBH72- 15W- 44--3X OR McDONALD BRASS; 21- 215MIC0033. OR
MUELLER: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP. FORD TAPERED THREAD iT>.R FOR I" FORD VBH72- 15W- 44 -44G. OR
�CC). QUICK JOINT MCDONALD BRASS: 21- 41SWC0044. OR MUELLER: 1 -0- 2470 -2
3/4- F1000 -3—G OR AY MCDONALD 4701Q BOTH INLET AND OUTLET WITH PACK JOINT TH ) Mw F1o00 -4—G) OR AY MCDONALD 47010 PADLOCK WINGS ON INLET ANGLE SALL VALVE AND '.SINGLE CHECK
VALVE ON OUTLET. ALL PACK
FITTINGS SHALL BE WITH
QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED MITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST —IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER SOX.
A-A
POVAN
prm
3/4" OR 1"
GALVANIZED
PLUG
DRILL 1 -5 /8" DIA. HOLE FOR AMR
(AUTOMATIC METER READ) TOUCHREAD DEVICE
2 -1/2" MM. FROM NEAREST
AND FRONT EDGE OF PIT LID
TYPICAL NOTE:
RIB
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
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, _
MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH
6" MECHANICAL JOINT INLET WITH LUGS.
5-1/40 MAIN VALVE OPENING. TWO 2-1/2m HOSE CONNECTIONS
NATIONAL 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 WITH TWO COATS OF PAINT. KELLY— MOORE/PRESERVATIVE MAX 4»
PAINT No. 5780 -563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR RAIN 2"1
APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
CONCRETE BLOCKING
S-�Z�f8c�3
N
S
18" TO 20" BEHIND BACK OF CURB
OR 12" BEHIND BACK OF SIDEWALK
THAT IS ADJACENT TO CURB
TWO —PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH
REGULAR ( EC DWG R46 / PAGE B090).
NUT EXTENSION
B090).
RAISED PAVEMENT MARKER TYPE 88 AS
STIMSONITE TWO —WAY BLUE.
M
BURYN � /—' CONCRETE BLOCKING
N-- CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET.
N 6" GATE VALVE (FL X MJ) AWWA C -509. RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED. LENGTH TO FIT TWO 3/4"
STEEL TIE RODS. SEE STD DETAIL FOR 11E RODS.
16" x 8" x 4" MININUM
UNDER HYDRANT
LEVEL ALL GROUND 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8 ")
MIN 3' RADIUS FIRE HYDRANT ASSEMBLY
1 5" STORTZ LEVEL ALL GROUND
MIN 3' RADIUS
6 1
ONE MAN ROCK
•
1
6
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HYDRANT LOCATION IN CUT OR FILL
ROLL 2 �,2
FR324
FIRE HYDRANT
NTS
CITY OF
wA
RENTON
Planning /Building /Public Works Dept.
SCANNED MAY 0 12006
FIRE HYDRANT ASSEMBLY DETAIL
ADOPTED
/ CITY OF RENTON
STANDARD PLANS
LST DATE:12 /96
DWG. NAME: BR24 SP PAGE: 81021
INGRAM SHORT PLAT
FOR EARL INGRAM
WATER & SEWER PLAN
32 X60 3 C ir - 3ZN6fo 3
12/28/04
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cNw
110 = 20'
DATUM
4
AS— BUILTS
LSK
02 27
L5K
3
REVISIONS PER COR
LSK
06/10
2
REVISIONS PER COR do OWNER
LSK
05/15
°A"""' LSK
Nt ^u s°"s
r pt "m ow
10" A00040MY
1
REVISIONS PER COR & OWNER
LSK
03/15
oxccIao:
LSK
NO.
REVISION
BY
DATE
APPR
ROLL 2 �,2
FR324
FIRE HYDRANT
NTS
CITY OF
wA
RENTON
Planning /Building /Public Works Dept.
SCANNED MAY 0 12006
FIRE HYDRANT ASSEMBLY DETAIL
ADOPTED
/ CITY OF RENTON
STANDARD PLANS
LST DATE:12 /96
DWG. NAME: BR24 SP PAGE: 81021
INGRAM SHORT PLAT
FOR EARL INGRAM
WATER & SEWER PLAN
32 X60 3 C ir - 3ZN6fo 3
12/28/04
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