HomeMy WebLinkAboutWTR2703241.1RECOMMENDED F0 A�PVA'
RY• DATE• t Z
BY: DATE'
I RY• DATE:
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7Y• DATE:
UTHjTY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
blMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE
HORIZONTAL AND VERTICAL 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.
FOR DO SHORT PLAT
LOCATED IN THE N. Y,1. 114, OF THE S.F. 114, OF SECTION 19,
TOWNSHIP 23 NORTH, RANGE 5 ETA S T, KAI.
KING COUNTY, WI SHING T ON
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1 LOT 10 I
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11+06 END AVIN� �ULVERT 11 r p. p
r' O , G 169.90' (PLAT) o <
',, 7AT10 4: - S89 46'44'E 170.04'
(CA_T C D) I
I - - - - - - --- - - - - -- ------ -- -r -�---------------------
11, 00
1 I v I I
1 11 �0 C�I
WOOD DECK '1 i
0� NORTH"LINE OF THE SOUTH 8.0' S89046 44"L' 185.07' (CALC'D) I 30.01'
N""
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1 C+8
y 70.85 ` I�
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1 2 �� I �, W
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not 10 G . !�'' F�� 142, 0 o I CONC. I�
HOUSE
„ - 1716 DAVIS AVE S a
CL
E
- ! - X WM FOR �°� ��
�•, /� r F.F.= 152.5f LOT 2 (moo `� I �i I`
2' EA VE
.�
PROPOSED LOT 2
4'CUQ �l �, 6,975+ SQ. FT.
NOTE; SEWER STUB MAY
r
i 0 t 5 r PRNATE %SEWER EASEMENT I 5
BE REQUIRED TO BE REPLACED T 11 {
AT THE DISCRETION OF THE ! —� TO TA aPE - — _ -1— -- -j
" S T 12,40� _
CITY OF RENTON INSPECTOR " COVERED
_XISTIN — 1 NEW 4
- _ -- CONC. GRAVEL DR
1 .I REP,.ACE
9' 6" PVC SEWER rf 1 X n S fill1 I
3 6 — — ---- L_-------------- I�' �I
STUB 2 F MIN
DTL 2�3 i_-132.86 --- 1=t33 �4" T2 T3 ` - --- - „I
T � , I
1 E5.00' 80.15' �I
- -
SIT !BENCHMARK IY88'47'07"lf 145.15' CA',C7J) LH, FROM AS-By.JILT ',I
1 a►= SET .R. SPIKE IN U.P. 145.OG' (PLAT') DWGS, NOT SP ✓EYED
L`'I
N 1 , EL.= I.Y39.39 U.S. FEET LOT 12
N
1 �J HOUSE
9+26 BEGIN PAVING
RATIO 4: 1 11 I V� 744 I
LH, FROM AS -BUILT
DWGS, NOT SURVEYED
0I EXISTING FIRE HYDRANT APPROX 60' RIM = 747.08'
�I SOUTH OF SW PROPERTY CORNER 9+40 IE = 139.2' i I
I
I STA 4+15 ON DWG W3142
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1 X II
1 ®E�
DOWNSTREAM SSMH 240' SE
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RIM = 135.91
8" CONC. N, - 130.33
8" CONC. S.= 130.32 I
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c;NG11NEERS, SURVEYORS P L AN S
W
CENTRAL, STE. #104, KEN-, `y'v'A 98032
(25')852-4P30 ('aca!) or 1-"3C0`1251-0189 (toll free) (253)852-4955 (fax)
o E-MAIL: cni@cramernw.com
X
EXPIRES 1 ? /26/2005 j NO.
REVISION
EXISTING STRUCTURES
#1: SSMH
RIM = 13 7.6 7
8" CONC. N.-S.
CENTER CHANNEL = 132.87
#2: SSMH
RIM = 138.73
8" CONC. N.-S.
CENTER CHANNEL = 131.88
#3: CB TYP TYPE 1
RIM = 136.97
12" CONC. N.= 135.67
12" CONC. S.= 135.57
4" CONC. N.E.= 135.77
#6: SSMH
RIM = 152.40
8" CONC. N. = 145.28
8" CONC. S.= 145.30
EXISTING CULVERTS
�4:
12" ADS ---�
I.E.=
136.36
#5:
12" ADS
I.E.=
137.98
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SURVEYED:
CNW
DES!GNED:
�SK
DRAWN:
LSK
CHECKED:
LSK
BY I DATE I 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
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 1-5/8" DRILLED
HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN
12" MAX
FINISH GRADE f
—
'f'il i
�yJ
36" MIN COVER
o
I
NEW DUCTILE
IRON
WATERMAIN
CITY
PRIVATE
PIPNJG
PIPING
w ,,,,—IN UNIMPROVED RIGHT OF
WAY INSTALL METER BOX AT
Z
:3
PROPERTY LINE WITH 12"
LONG COPPER TAILPIECE.
w
a SIDEWALK
0
I<r�.1•"� a1'/}Y�'• gip• �/,:}'�..�1Y 4�•!:'�iA "•`tt..
i�
% —TOUCHREAD WATER'
1 METER TO BE
SUPPLIED BY THE
12"
Z
x
CITY
TYPE "K" SOFT
N
o
- COPPER TUBING
j
t
IF SERVICE LINE TO HOUSE IS
TO BE INSTALLED IN THE FUTURE
INSTALL FORD C14-33 OR 44 FIDT
x COMPRESSION COUPLING
/ILI OOP DOWN TO CENTERLINE
OF WATER MAIN ?0
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/5"x 4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR
MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP. FORD TAPERED THREAD QQP?FP,SETTER FOR 1' FORD VBH72-15W-44-44G, OR
(CC). QUICK JOINT MCDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2
(3/4" F1000-3-G) OR AY MCDONALD 4701Q BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER.
(1` F1000-4-0) OR AY MCDONALD 47010 PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK
VALVE ON OUTLET. ALL PACK -JOINT FITTINGS 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.
FAIMA
)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
3/4" OR 1"
GALVANIZED
PLUG
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
S..,
GRAPHIC SCALE 1 "=20'
.. ..
20 n 20
NOTE: ALL TRENCH RESTORATION SHALL BE PER THE
CURRENT CITY OF RENTON TRENCH RESTORATION AND
STREET OVERLAY DETAIL.
CONCRETE MONUMENT FOUND 1/1' IRON PIPE IN FOUND 1 8' BRONZE PIN
BRASS PLUG IN CASE CASE. RENTONCONTROL CONCONC IN 1 IRON PIPE
AVE S. NETWORK ID 1476 IN CASE, RENTON CONTROL
S. 15TE ST. I NEWORK ID / 659
N89'46'46`W 871.61' (MEAS.)
461.61, 410.00' (CALC'D & S.P.) N8948'09'W 1153.70: (MEAS.)
N8948'09'W 1153.73" (CITY)
I PROPERTY LINE
1 6 -0"
o I! FUTURE
6" BUILDING SEWER PIPE I BUILDING SEWER
n
z
TEE WITH 6" SIDE OUTLET J
6" SIDE SEWER AND BUILDING SEWER C_
L�.
60" ALLOWABLE MAX.
FOR CAST !RON PIPE
OR DUCTILE IRON PIPE.
1:3:5 MIX >k�
CONCRETE P-�-
BLOCKING 7J7�� 5
\- 6" SIDE OUTLET TEE
,. SEWER MAIN
6 MIN.
CONCRETE BLOCKING ANGLE
F TEE AT MAIN OVER 25
EL EVAT!ON
J
s
tp-
SITE
S. 19Tf! ST.
3101' ,� N
t
30.01'
CON TR OL MAP
`- 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.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
PIPE SEWER MAINS ARE TO BE CORE DRILLED
v�
GCE 0� NG
MPXG¢��
G0� 27. MIN SLOPE
HORIZONTAL
zEWER MAIN
TYPICAL SIDE SEWER 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 L04 R.
SIDE SEWER
SCALE.
1 =20
ONE INCH
AT FULL SCALE I
IF NOT ONE !NCH
SCALE ACCORDINGLY
NTS
VERTICAL: NAVD 1988
HORIZOWIAL. WAD 1983/1991
i
DATUM
r CITY C
5 1,EN 7_0N
Planning/Building/Public Works Dept.
DO SHORT PEAT ' 01/19/05
FOR J A M E S CEO IkELD®OOK: - —
PAGE:
WATER & SEWER PLAN J
1 l-.a OF:
1 3 .4
W
SCANNED MAY 0 1 miAG .� (75. 32AV101)� I 1—�NJN�NJN�AJA