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\ J—CAST IRON OUTLET PIPE AREA DRAIN
4 \ BELL GRATE DIA• 0 DLk (ID)
12"
12' 24'
TABLE I
°'r ' •3 OVE POWER
>
/24 To I BOARD 4 PLAN VIEW
� Y � � •rs � NOTES:
\ SE) a + y 1. AREA INLETS TO BE CONSTRUCTED FROM CONCRETE PIPE,
IN ACCORDANCE WITH ASTM C 14 UNLESS OTHERWISE SHOWN
EX' B CONCRETE PIPE ON THE PLANS OR NOTED IN THE STANDARD SPECIFICATIONS.
�p SECTION 2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE
_ R 2 0 24 ( z' z_ `FZ DIAMETER PLUS AREA INLET WALL THICKNESS.
�� SEE 3. CONNECTION TO OUTLET PIPE TO BE MORTARED AND
NOTE MADE FLUSH WITH INSIDE OF THE AREA INLET WALL
2 4. THE GRATE SHALL HAVE SLOTS (HOLES) THAT CONSTITUTE
50% OPEN AREA FOR DRAINAGE. INLET BELL SURFACE
��-' •, `s GGy SHALL BE FINISHED TO ASSURE NON- ROCKING FIT WITH
ANY COVER POSITION. GRATES IN PAVED AREAS SHALL
r _ ID 47' BE CAPABLE OF H2O LOADING_
9 r _• ;�r I O 4" 4 MIN_ CONCRETE
ELEVATION VIEW CLASS B
s {
1 AREA INLET
rove + Tree '
*� by 8 8 N.T.S.
0 20 40 r9 �a
rg r•' • P, r ,9�5�
v
SCALE 1' = 20' -0' HORIZONTAL �' � ° 1 `?r "
LEGEND ABBREVIAM S Liff
\ s �' i • °3 �c'°, s PROPOSED ® AT
•s9 �r VAUL PURPOSE T9 FOUND ESM SURVEYORS CAP WITH
ES ® 0 DIAMETER
s 'o UNK WN; COVER LS NO.'S 15661 & 29281
�`� 3 ° 240•�B'° •� WEL I AMERICAN
FOUND SCRIBED 'X' IN CONCRETE WALK AASHTO ANDTRANSPOR TRANSPORTATION ASSOCIATION STATE HIGHWAY
OFFICIALS
`'o o SET BY ESM SURVEYORS
-1T c, •� { AC ASPHALT CONCRETE
_Q19 ,� N A FOUND P.K.NAIL SET BY ESM SURVEYORS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
r • d AVE AVENUE
19 9 '9 dr X o- UTILITY POLE CB CATCH BASIN
rs' {p oo • '�� s, 'r ++ Y� POLE ANCHOR AND GUY CL CENTERLINE
re e r E CONC. CONCRETE
r s ss , ZO s 2 o STREET GIMP STANDARD C.O.T.G. CLEAN OUT TO GRADE
*NOTt* ALL MAINTE E AREA N
A& �'o DRAINS SHALL C EC TO e . c —c_- NATURAL GAS PER LOCATOR MARKS D.I. DUCTILE IRON
DIA. DIAMETER
9 °r r9 9 OIL /WATER ARATOR. �-•--'�� S9 O —T— UNDERGROUND TELEPHONE LIGHT HEAVY E EAST
,�/ s I I EL. ELEVATION
PRO�SED BU I - G �% `� W i� aC ASPHALT EX. EXISTING
a �7 6 • 9 ` b- v r9 vb f cone CONCRETE FL FLANGE _
r •� \ �° -- o °•r X p9 GATE VALVE FDFC FINISHED FLOOR ELEVATIONTION
•�� �� r9 AREA RAIN o >� ° s� FIRE HYDRANT Y I.E. INVERT ELEVATION
5.11
RIM- 9.55 e9 -ra- WATER LINE w IN. INCH
9
IE 5. (6'S 1 rB ' v z +� ® WATER METER BOX a LS LAND SURVEYOR
PA ATnR CO SHALL PROVIDE 750 OIL/WATER SE ^ TOR �o REDUCER MH MANHOLE
PER CITY OF R TON REQ. I IN P 9 ODEL 577 -G R AP ROVED E AL 2 POST INDICATOR VALVE 0 MIN MINIMUM
MIN. RETENTION TIME =15 MIN_ ° > s MON MONUMENT
JOINT
FIRE DEPARTMENT CONNECTION
a
5 —
,a .� o CATCH BASIN ■ MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
MAX. FLOWRATE =30 GAL MIN
r CO* 8 1 8 1 ^° mP ® STORM DRAIN MANHOLE ® MI SL MIEN SEA LEVEL
PER UPC, FOR 8 HR OPERATION 20 LF -6' PVC r
STORAGE FACTOR =1 Q ®0..09 MIN. - 61 AREA DRAIN • N.T.S. NOT TO SCALE
e C CONCRETE GUTTER o O.D. OUTSIDE DIAMETER
MIN. STORAGE VOLUME: ^ _ .i d T� P.LV. POST INDICATOR VALVE
5 °z $ +0�' —S�- STORM LINE so— R PROPERTY LINE
15 MIN) *(30 GAL /MIN *(1) =450 GAL 1` h c 1 m —SS— SEWER LINE —�— PVC POLYVINYL CHLORIDE
�- I h ° n ROW RIGHT -OF -WAY
S SOUTH
27 LF -6r PVC • co h SEWER MANHOLE SSMH SANITARY SEWER MANHOLE
02.0% MIN. ° ^ o CLEANOUT 'co ST STREET
x FENCE STA STATION
n `b n° m POST TELE. TELEPHONE
%r o m TYP. TYPICAL
0 O ro 38 LF -6' PVC n DECIDUOUS TREE W WEST
S CZ.O% m T° W.S.D.O.T. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
0W. N �ry ° >/14 DRIP RADIUS
o° R• v o° SPOT ELEVATION X20.00
CONTOUR 20—
on' T �'
5 �� $ ° Q¢� j�-�� 1 k3 54'•
I TYrE 9 p° RECORD DRAWING
h m M =' .
h E=14 43 6' N
5 22 3 06
® CONNECT TO SANITAR IE =14.33 �8" W) 8
i ... •. m IE =14.17 ELEVATION DATUM BASED ON RENTON BENCH MARK NO. 707:
° m CHISELED SQUARE AT FACE CONC. WALK AT ATOMIC BATrER1ES
13 -��� ALL NEW SS H SHALL E BUILDING, 55 SW 12TH STREET ELEV. 21.60'
PAVEMENT 54 0 TYPE B MANHOLES
PATCH 2 5 PER DCITY OF RENTON ®
2 A PORTION OF THE NW 114 OF SECTION 19, TOWNSHIP 23N, RANGE 5E
T
CITY OF RENTON
_ DZIPARnew OF PUBLIC 110RRA
CHECKED F' -
ROR APJPR0, Tcs l ` c- JIS WARNER ENGINEERING qa SOUND SITE SANITARY
ALERSHIP
f`'01t APPRi;'•l;tL ! " �; 5 2- oY 'P
SEWER PLAN
8Y 5122 Olympic Dr. NW Office (206) 858 -8577 g t ® ADDENDUM t 10/11/95 omcam C_E_L wTe 09/18/95 Fl�P SEWER
Suite B204 FOX 206 858 -8579 `�s7 g ® CTTY OF RENTON REVISIONS 10/25/95 0 CEL CMM �.1 „- 20' -0” "�� P�
( ) DNeL ,1 RECORD DRAWINGS M19 �� /rs /9'/ ccKm G.E.W.
wwio _ w � _ �x �, Gig Harbor, WA 98335 ffi�S 9 21 Re� • � tovm: 8 oP= 19 1