HomeMy WebLinkAboutWTR2703248.1killCZ
Lv
Q
Z
U
W
D
0
O_
n
RECOMMENDED FOR APPROVAL
BY: DATE'
BY: DATE:
BY: DATE:
BY: DATE:
UTILITY 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 VERYICAL LOCATION PRIOR TO CONSTRUCTION. THIS
SHALL INCLUDE CALLING UTILITY LOCATE 0 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,
WA TER & SEWER PLAN
FOR INGRAM SHORT PLA T
L 0 CA TED IN THE S. W. 914, OF THE N.E. 914, OF SECTION 19,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY WA SHING T ON
i I
1 LOT 23 I I
I
30
- -N. LINE -LOT 22 -
I
-
I LOT 3 1 LOT 2 I �
I R.S.P. NO. 24-76
1 1 12 '- 1 R.S.P. NO. 24- 76 I O� ,gyp°
O W I WOOD ET. WA1
HOUSE IW
- - - - -
i
i
1
N. LINE — S89'46146"E 200.02' (
" 9
1 1 ...................
4 CAP :::::.'.::'.'.:::.':.....'..' ..'.'.................:..........:...............
!.. .
2 BLOWOFF DTL 2 4 ...t/ZIL '..:::::::::::::: ':::
........................................� .............:,.
PROVIDE 3' OF COVER 1
CONSTR TION EASEMENT u& 1 g5 I
ASPHALT GE
.
V.
'....
'..:.. i T :. , V>w': 4'.' '.'' .' :.'.:.: ': ':::.'::,.':. ':.-: ':: '.'::.' :.' : :::....
_
4 •
1
�-
Q
":::.
N n METER &SERVICE,
....................................................................................
::::::::::....
..... ....................... .. .... ..........::..-.. ..
' '
TYP, BY CITY OF RENTON
DTL 1/3
1
I
......... .
1----
—
-
CONC. R.W. WOOD
FF=121.0
g (PARENT PARCEL)
TL 3 40401595
LOT 1
6, 001 ± SQ. FT. 122
,�
I
I
-
/ u�l
- - - - - - - - - - - - - - - - - -
LOT 3
I - - - - --
N LINE LOT 21
FF=121.0
I HOUSE
F.F.= 126.9f
�"
2
#1
1
c V
C
4, 500± SQ. FT.
-
�o
TSQ.
I � �
4,500oCj-
FT.
580
___.___„
,��
1
COI �C
TO BE REMOVED
1�
�24
_ — —
— — I
RFT In
WOOD WOOD ASPHALT D.W.`,
I EX WM FOR LOT 1
1 60.00 DECK DECK !�
80.02' —
N89'46'46"W 200.02' CALC'D) S. LINE, N. 112, LOT 21 1 1 RIM = 23.57
I 200.00' PLAT) 1 W 12" CM N.= 121.92
SHED f N3 f 1 12" Ckf S.= 122.27
Lz
I
q26
I I
I�
r
1: SSMH
RIM = 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
-#, -
= 125.27
12" ADS N.= 123.47
4 #4: CULVERT IE 12' CONC.= 114.46
TEE (t�IJXF) 15 CULVERT IE 12 CONC.= 113.31
6 GV (F )XMJ
NEW FH' TL 3 3
2-6" Abr PTOR (DI TO CI) LOT 1:
" IN �TL 1 /4
I 6"X4 E I(MJXFL)
4 GV FIIXMJ�
Z n 6�'V A MAP OR DI TO CI
()
--------- -
DTL 2 3, E=106.2t
(CON ACTOR SHALL VERIFY
LOCATION & IE OF EX SEWER
PRIOR TO CONSTRUCTION.) T.L. NO. 72316000
® 120
LOT
WA TER & SE W.
126 ' = 2 0
PROPERTY LINE
z
6,_O„
FUTURE
6" BUILDING SEWER PIPE �;� BUILDING SEWER
uu
• TEE WITH 6" SIDE OUTLET -'
6" SIDE SEWER AND BUILDING SEWER
7
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1:3:5 MIX
CONCRETE
BLOCKING
125.36 U.S. FEET
ET. WALL
NOTE:
ALL TRENCH RESTORATION SHALL BE PER THE CITY OF RENTON
TRENCH RESTORATION AND STREET OVERLAY DETAIL.
2"x 4" STUD SERVICE MARKER PAINT UPPER
PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND #6 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 Cl
PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED
CLAY SHALL BE CUT AND SECTIONED WITH PVC.
PNG� 0�-GG
GON 2% MIN SLOPE
`- 6" SIDE OUTLET TEE J�
SEWER MAIN L
6" MIN. SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
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
ENGINEERS,
Northwest Inc.
SURVEYORS & PLANNERS
945 N. CENTRAL, STE. #104, KENT, WA 98032 fls'gulL
(253)852-4880 (local) or 1-(800)251-0189 (toll free) (253)852-4955 (fax)
E-MAIL: cni®cramernw.com
,ec
�F WASti
=v r 4
36049 p �� 2
FO/STER�' `��,
s/ONAL E' 2� 1
D(PIRES 11/26/2007 NO.
AS-BUILTS
REVISIONS PER COR
REVISIONS PER COR & OWNER
REVISIONS PER COR & OWNER
REVISION
LOT ;
T.L. NO. 723;
SURVEYED.
CNW
LSK
02 27
DESIGNED:
LSK
LSK
06/10
LSK
05 15
°RAN"`
LSK
LSK
03/15
CHECKED:
LSK
BY
DATE
AP P R
APPROVED:
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
CITY
PRIVATE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
---
—
INC. MSCBC-1324-R WITH READER LID AND 1-5/8" DRILLED
PIPING
PIPING
HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A —A)
Z
IN UNIMPROVED RIGHT OF
WAY INSTALL METER BOX AT
PROPERTY LINE WITH 12"
151
LONG COPPER TAILPIECE.
9� MIN 2-
SIDEWALK
0
12 MAX
• n.
a -
FINISH GRADE
aN +� f
'» ;y; •3'} '�'
? a
TOUCHREAD WATER
�2
METER TO BE
12'
• c 8
N�
SUPPLIED BY THE
36" MIN
COVER CITY
TYPE "K" SOFT
oM �
/ COPPER TUBING
22-1/2'
NEWIRON
7EH
WATERMAINIF
SERVICE E IS
3/4" OR 1TO
BE INSTFUTURE
GALVANIZED
INSTALL FO44 FlDT
PLUGx
COMPRESSG
LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQ033, OR
MUELLER: 3/4—B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP. FORD TAPERED THREAD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR
(CC). QUICK JOINT McDONALD BRASS: 21-415WC0044, OR MUELLER: 1-8-2470-2
- - INLET N OUTLET WITH PACK JOINT WITH GRIPPER.
A 47 1 BOTH NLE AND TLE
" 1 G OR AY MCDON LD 0 Q 3 4 F 000 3
(/
- - MCDONALD 4701 PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK
1 F1000 4 G OR AY Q
VALVE ON OUTLET. ALL PACK -JOINT FlTTINGS SHALL BE WITH
QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
A- A
)RILL 1-5/8- DIA. HOLE FOR AMR
AUTOMATIC METER READ) TOUCHREAD DEVICE
2-1/2" MIN. 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 8c SERVICE
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.
5-1/4" MAIN VALVE OPENING. TWO 2-1/2" 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- M OORE/PRESERVATI VE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR MAX 4- MIN
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
SCALE. 1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
LEVEL ALL GROUND
MIN 3' RADIUS
5" STORTZ
CUT
CONCRETE BLOCKING
W
1✓40S Z Al 8 �.
S
18" TO 20" BEHIND BACK OF CURB
OR 12" BEHIND BACK OF SIDEWALK If
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 BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED (SEE DWG BR46 / PAGE B090).
RAISED PAVEMENT MARKER TYPE 88 A8
STIMSONITE TWO-WAY BLUE.
422" MIN CONCRETE BLOCKING
BURY
�- CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET.
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 TIE RODS,
16" x 8" x 4" MININUM
UNDERETE HYDRANTK 1 /3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8")
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS
r1m ell
ONE MAN ROCK-
6
HYDRANT LOCATION IN CUT OR FILL
VERTICAL: NAVD 1988
HORIZONTALNAD 1983/199,
DATUM
ELL
- AG
BY APPI
FIRE HYDRANT ASSEMBLY DETAIL
Y ADOPTED
U\ CITY OF RENTON
♦I
STANDARD PLANS
�FN-t 2 LST DATE: 12/96
DWG. NAME: BR24 SP PAGE: B102
FIRE HYDRANT 3
NTS 3
CITY OF uNi�l aM SFma 1 (� (���pp�L(�Q/j�
�I }�_ FOR �A1f�11L� II�VV-JWIr=�I1V�
RENTON
Planning/Building/Public Works Dept. WATER & SEWER PLAN
3 2 4/8c 3 C 5 3zN8o 3
DATE.
12/28/04
FlELDBOOK:
PAGE:
3
3 oF:4
Al-ININININIAIA