HomeMy WebLinkAboutS-223102i rA. rn
CAST IRON OUTLET PIPE AREA DRAIN
Q BELL GRATE DIA. 0 DW (ID)
g" 12'
0
GU 420 R V g 12" 24"
s r p P
a, ° p • oVE D POWER2• eg s° ` TABLE
To it BOARD Y PLAN VIEW
SEA c rs g 0 NOTES:
♦ 1. AREA INLETS TO BE CONSTRUCTED FROM CONCRETE PIPE,
go `s v 8
X. CB IN ACCORDANCE WITH ASTM C 14 UNLESS OTHERWISE SHOWN
• Oq�D CONCRETE PIPE ON THE PLANS OR NOTED IN THE STANDARD SPECIFICATIONS.
w, 9 24 qp SECTION 2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE
00 z �z DIAMETER PLUS AREA INLET WALL THICKNESS.
/ Sj • °g ��.� 0 - �� SEE 3. CONNECTION TO OUTLET PIPE TO BE MORTARED AND
19 6 , r y - NOTE MADE FLUSH WITH INSIDE OF THE AREA INLET WALL.
W 2 4. THE GRATE SHALL HAVE SLOTS HOLES) THAT CONSTITUTE
50% OPEN AREA FOR DRAINAGE. INLET BELL SURFACE
+ • o s SHALL BE FINISHED TO ASSURE NON- ROCKING FIT WITH COVER rg �� ID 4'° BEYCAPAB E OF IHI220 LOADINGS IN PAVED AREAS SHALL
rg
0
4'
j~ 4" MIN. CONCRETE
<9 9 + �orc• S' •'� z ELEVATION VIEW _T amass B
°
rove \ { Tre AREA INLET
N.T.S.
0 20 40
'zs rr , �a Pr ✓ �so
r �
rg. SCALE:.. 1° 20' -O" HORIZONTAL
g ,
IAN® vl�nonts usr
V , PURPOSE P9 EXISTING PROPOSED ® AT
ro 1 ! r g ° ESM ^•� r WN; COVER 9� ® FOUND ESM SURVEYORS CAP WITH 0 DIAMETER
1� LS NO.'S 15661 do 29281
+� WE AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY
r 4� °„ 2 g° X FOUND SCRIBED °X' IN CONCRETE WALK AND TRANSPORTATION OFFICIALS
g , N 7% gB ere ° '° SET BY ESM SURVEYORS AC ASPHALT CONCRETE
A FOUND P.K.NAIL SET BY ESM SURVEYORS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
r T ®e g r ! AVE_ AVENUE
X
o- UTILITY. POLE CB CATCH BASIN
r� •'r •� �' g' I ' —9 POLE ANCHOR AND GUY CL CENTERLINE
00 CONC. CONCRETE
NO ALL MAINTE E AREA cb � g z 0 STREET LAMP STANDARD C. 0. T. G. CLEAN OUT TO GRADE
• r rg DRAINS SHALL C EC TO er r * s � `�. o —6 NATURAL GAS PER LOCATOR MARKS D.I. DUCTILE IRON
OIL /WATER ARATOR. `� •r� s 0 DIA DIAMETER
g —T— UNDERGROUND TELEPHONE LIGHT HEAVY E EAST
+
rg I EL. ELEVATION
PRO ®SED BUI G . 9 'u' W AC ASPHALT E=1 EX. EXISTING
961 I cone_ CONCRETE FL FLANGE
r8 `9F `ss d° FDC FIRE DEPARTMENT CONNECTION
•c .�'�'+v'� °, •-r X N GATE VALVE N FF - FINISHED. FLOOR ELEVATION
AREA RAIN rg •g s g� -6 FIRE HYDRANT y( I.D. INSIDE DIAMETER
G o y I.E. INVERT ELEVATION
SON r u r RIM 9.55 eg —W— WATER LINE w IN. INCH
IL' 5. (6"S r@ ti S o ® WATER METER BOX 0 LF LINEAR FEET
W PA TO 1 'g P Z LS LAND SURVEYOR
CONTRA SHALL PROVIDE 750 OIL /WATER SE TOR o REDUCER MH MAN(HO E
PER CITY OF R TON REQ. �� USE P g ODEL 577 -G R APPROVED E AL POST INDICATOR VALVE 9 MIN MINIMUM
MIN. RETENTION TIME =15 MIN. (n g 2 FIRE DEPARTMENT CONNECTION MJ MECHANICAL JOINT
rB F CATCH BASIN s ❑ • MON MONUMENT
3 MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
MAX. FLOWRATE =30 GAL /MIN �, g 1 g 1 n� MsL MEAN SEA LEVEL
PER UPC, FOR 8 HR OPERATION 20 LF -E" PVC CO* STORM DRAIN MANHOLE ® N NORTH
AREA DRAIN • N_T S. NOT TO SCALE
STORAGE FACTOR =1 Q C.O% MIN. k tee+ O.D. OUTSIDE DIAMETER
1 s ® �I ti rn CONCRETE GUTTER o
C P.LV POST INDICATOR VALVE
MIN. STORAGE VOLUME: _ 1 I� 5 h $,0�� 50-- STORM LINE SO— C PROPERTY IN CHLORIDE
15 MIN) *(30 GAL /MIN +(1) =450 GAL � , 6 u —ss- SEWER LINE —SS—
c ROW RIGHT -OF -WAY
27 LF -6" PV • P SEWER MANHOLE • S SOUTH
c
@12.0% MIN. V) � nh CLEANOUT SSMH SANITARY SEWER MANHOLE
o •CO ST. STREET
FENCE STA STATION
® POST TELE. TELEPHONE
38 LF -6" PVC �� DECIDUOUS TREE W P WEST
5 n @a.0% m t (D W.S_D.O.T. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
7/14 DRIP RADIUS
v SO • n n t 20 20 0o SPOT ELEVATION ,-20.00
0 e` S i- -20-.- CONTOUR 20-
S
n P v ro t HA 54 0 TYPE B °
RIM= 8.63± N 9
5-22 31
00 .. ;......::. h IE =14.43 6" N
.... _/`
m.
- ® t CONNECT TO SANlTAR IE= 14.33 8" W
� m
IE =14.17
""' ELEVATION DATUM BASED ON RENTON BENCH MARK NO. 707:
I I DATUM/ CHISELED SQUARE AT FACE CONC. WALK AT ATOMIC BATTERIES
PAVEMENT 6 ALL NEW SS H SHALL BE j BUILDING, 55 SW 12TH STREET ELEV. 21.60'
54 0 TYPE B MANHOLES
PATCH 2 5 PER CITY OF RENTON ® !
tom--' TAND R PLA 8072. I A PORTION OF THE NW 114 OF SECTION 19, TOWNSHIP 23N, RANGE 5E
CITY OF RENTON
RECD ,MENDED CHECKED EO NCE nsrAlrrl�rar of ruBllc ,rotas
FOR APPROVAL E " SOUND MAZDA DEALERSHIP
vPnNE7 ����
13Y � u,�s.9s -.__ ___.._.. 0 �
SITE SANITARY
I °
RY24•z!/4 �.� rz -z� -sr i _..__ = - - - -- '
z SEWER PLAN
$Y & 5122 Olympic Dr. NW Office (206) 858 -8577 0 1 m ADDENDUM #1 10/11/95 — mC.EL- DATE: 09/18/95 FlLE mmF - SEWER
Suite B204 Fax (206) 858 -8579 "S ® CITY OF RENTON REVISIONS 10/25/95 —: CEL MM
7 �� i' Gi Harbor, WA 98335 roNAL t� cHECKm G.E.W. SDA�E 1 = 20' -0" FlF1D BOIX: PPGE
® 7 ® i g EXPIRES 9 21 Ho. REVF40N er aPars. DATE °R'RDVED, SHM: 8 - 19
02130
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