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RECOMMENDED FOR APPROVAL
BY: L DATE: 66-11
BY: DATE:
BY: DATE:
BY: DATE:
1->6'.
70-0480
0
MATCH LINE THIS SHEET DRAINAGE CONTROL/UTILITIES PLAN
FOR LA THAM SHORT PLAT
LOCATED IN THE S.E. 114, OF THE N. W. 114, OF SECTION 32,
T 0 WNSHIP 24 NORTH, RANGE 5 EAST;: W.M.
KING COUNTY, WA SHING T ON
GRAPHIC SCALE 1 "=20'
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20 0 20 0
6" BUILDING SEWER PIPE
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�' S ?Oa
o .ra i I
RIM EL.=165.31
N. IM! EL.=158.3 f 8 PVC)
S. INV. EL=158.36 (8" PVC)
I
S88040'44'$ 150.00'
24
ti 8 I�
T-8 \ °
I I DOWNSPOUT ''`.,� `• �`, Ia
7 _, TRENCH IOTYP � '; �,0
> TC DTL 2/1
-- -- -- ---,
X T-6 • ` 12
00
co
\� T�- in co ,' i BUILDING #3611 I ^` -0 ^
APPR�IATE NEW L. GONG. A ' a -.I
Z 4 HOwiE L�CAi10N `� i FIN. FLOOR , LANDING r ,
EL.=180.59 NC.
n� -3 3 STAIRS`,CN
LOT 2 CONC. e. '° oI INC2 LOT 1 o l ti r N
c I 7000-+ SF I SLAB K m
�] <\ \'-,60'0± �F � I �� a Ci,�I 1�
=ts4.� \--------------- I I .� I
EX WM ` o
\ T 1 334,170-04j6 FOR LOT 2
��,5 RIVATE SEWER ESMT �' . I a .��' -4
ram, ,r \-64VC Q2% MIN NEW 1 WATER METER & x q
—� VICE FOR LOT 1, BY J'I _I,7`z
ASPHALT
8 .20' ny` PARKING " CLE ld T CITY OF RENTON, DTL - ^�; �o ` 6,
'OLLED CONC.
I 65 6 PVC/ % MIN
588.40'44'$ 60.00' ASPHALT PAVEMENT
NEW SIDE SEWER STUB
ASPHALT DRIVEWAY \ 473 l R p I I I DTL 1/2, IE=164.2t
FOR LOT 1 \ 33G270 ;� ENT ROAD E I I I (CONTRACTOR SHALL
— — — — _ `_ 1 EASEM610169002 f�
EDGE OF _ yy I VERIFY LOCATION & IE
�, EX SS —I — — — -i- — `� --ASPHALT PT �. _ — t EDGE OF — �-- --� OF EX SEWER PRIOR TO
�SPHALT PAVEMENJ, \ I I CONSTRUCTION.)
-- - - - - - - - - -- � ® ��
- - - - - - - - - - � SOUTH END 8" CONC CULVERT
N88°40'47"W _ - - - - - - - - �- - I IE EL-172.37
CSOUTH
NORTH OUTLET NOT FOUND
LINE OF TRACT 97
I V4 00
CN
wvj
I
T5U1L_—I
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' TEE WITH 6" SIDE OUTLET -'
6" SIDE SEWER AND BUILDING
SEWER a
O
re
a
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1:3:5 MIX
CONCRETE
BLOCKING
6" SIDE OUTLET TEE
SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
PROPERTY LINE
FUTURE
BUILDING SEWER
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 oG NG
PN 0L
MPy„G�E�E
GGN 2% MIN SLOPE
HORIZONTAL
SEWER 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 LOWER.
SIDE SEWER
i CONTRACTOR SHALL BRING FIRE H DRANT
UP TO Ct RRENT CODE PER DTL 1�3, INCLUDING
I I A STORT ADAPTOR.
SITE BENCHMARK:
TOP CENTER BOLT OF FIRE HYDRANT. I I I I
EL.=183.75 U.S. FEET I ®1
---------
-----_-- ------- - ----
�
S88.43'20'9 686.8,s' (CALC'D.) — — — — — - — — — _ _ _
r N8M48'18"1I (S.P.) I
NORTH 86TH STREET CALC'D. POINT PER-- I
S.P. 7811039013
RIM EL.=181.94
A INV. EL.=173.19 8 PVC
E. INV. EL.=173.24 (8 ° PVC
W, INV EL.=173.24 (8" PVC)
DRAINAGE CONTROL /UTILI TIES PLAN
1 " =20'
��ti OF WAsy�
Cramer Northwest Inc. �n
D_ z
ENGINEERS, SURVEYORS & PLANNERS, 36049 x
945 N. CENTRAL, STE. #104, KENT, WA 98032 fi�C/STE����`��
(253)852-4880 (local) or 1-(800)251-0189 (toll free) (253)852-4955 (fax)
E-MAIL: cni®cramernw.com I EXPIRES 11/26/20051 NO. REVISION
NTS
CALC'D. POINT PER -'
S.P. 7811 OJ9013 I I 1
I
C8
RIM =
IE 12"
150.20
CONC SOUTH
I
= 148.26
IE 12"
CONC NORTH
= 148.02
I
C8
I I
i
I
RIM =
IE 10"
153.46
CMP NORTH
= 152.20
�I�na small catch basin or yard drain
2'x10'
level trenches
CB
standard
dispersion trench
W/ notched grade board
length 10' per 700 sq. ft,
of roof area,
see Figure 4.2.2.0 of the
Surface Water Design Manual
fa7�<tttti�itf=it�T���
NTS
°
° d ° d ° a pV°� o ° level outlet
n Q o D Vd
4° OV
V V V o a V Qa° p
4 aQo°pC1,� °V Q°Vo°
o °
op ° ° Vp o V p°
rpt°°od°O °pp min ° °°o d °D ° ° °°° d
p ° ° D ° d a on °p 4" perf pipe
18" min °°�vp°DooDo°Qpo°oQ°
a °V p° oo aC, 000V o II/1'-314'1l09wrod
°° aVo° O p p a°QD
p °op o °V ° V ° °o°oo
Q p o V° �p �O °p o V
p° DI
I• -- 24" min •I
TRENCH X—SECTION
NTS
DOWNSPOUT DISPERSION TRENCH
NTS
13"x24" PLASTIC METER BOX EOUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE CITY
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 1-5/8" DRILLED PIPING
HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) -----�
7 / 9" MIN
12" MAX
FINISH GRADE i r
.•w:lis z�
36" MIN COVER
22-1 /2'
• oIs t NEW DUCTILE
�lift
�d$ RON
WATERMAIN /
I
MATCH LINEI THIS SHEET
SURVEYED:
CNW
SCALE:
1 "=20
DESIGNED.
LSK
DRAWN:
LSK
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CHECKED:
LSK
BY
DATE
APPR
APPROVED:
z
-'
IN UNIMPROVED RIGHT OF
WAY INSTALL METER BOX AT
-�
PROPERTY LINE WITH 12"
w
LONG COPPER TAILPIECE.
w
SIDEWALK
rye • . .
TOUCHREAD WATER
METER TO BE
-'ll 12"
SUPPLIED BY THE
CITY
TYPE "K" SOFT
COPPER TUBING
IF SERVICE LINE TO HOUSE IS
TO BE INSTALLED IN THE FUTURE
INSTALL FORD C14-33 OR 44 FIDT
x COMPRESSION COUPLING
/ L LOOP DOWN TO CENTERLINE /
OF WATER MAIN TO /
PROVIDE SLACK IN COPPER L_COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, 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-B-2470-2
(3/4" F1000-3-G) OR AY MCDONALD 47010 BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER.
(1" F1000-4-G) OR AY MCDONALD 4701Q 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.
A —A
METER
NTS
)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
PRIVATE
PIPING
z X,
N M V
I
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.
& SERVICE
NOTE:
ALL TRENCH RESTORATION SHALL BE PER THE CITY OF RENTON
TRENCH RESTORATION AND STREET OVERLAY DETAIL.
HO VERTICAL
HAD 1983/199,
CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
UTILITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
ORLnERALOUTILITIES
HS THE
HORIZONTAL AN11CL LOCATION PRIOR TO CONSTRUCTION.
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.
DATE:
LATHAM SHORT PLAT 1 1 /29/04
FOR B R E N NA LATH AM FIELDBOOK:
PACE:
DRAINAGE CONTRODUTILITIES PLAN
2
2 OF.3
SCANNED APR 2 2 �� �'-�'�� ; a 2 < < , _,��a��'� / �j' - � -e46 0 NINININ AIA,