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95° OF Tf/E MAX pR5' Ai�✓VS/TY
(45711f b-i57>
- TYPICAL I'VIH6a SrGT10ff-=
WD SGALE
2411GM (�Ih�(L 12
nRATE (t3El-U�t� ;
TY?F- II - III For Lf5N (TH -S)
FRAME 6 LADDER
ORSTEPS--
OFrSET. SEE NOTE
5, FRAME
COVER ELEVATION=_--.110,98
OVERFLOW ELEV.TO?
PROVIDE DE7[E(V7ION2
"=
a OIL SP.PARATION
- �-
PER PLANS— S
!
I SFl.¢i} ,J
2
TYP IDETEHTION TANK t M\1L
NO 5Ci\L-F-
ROUND SOLID COVER
MARKED"DRAIN"
WITH LOCKI NCi BOLTS.
\ SEE OWG;�., No 49 &50 KCRS.
F
II STANDARD GALVANRED
STEEL LADDEt;/STEPS.
SEE DWG, No 31-KCIZS.
PIPE SUPPORT(S):
3"X.090GAGE CLEANOUT GATG: SHEAR
BOLTED 41Z IMBEDDED cr 6ATC-". SEE DWG. No
2" :IN
I N WALL AT-MAX53 KCRS
3SPACING. MIN
ONE SUPPORT.
12°
OUTLET PIPE 3to'
SEE NOTE G 11NLET PIPE
I OR PIPES
INVERT ELEV = 182.12
INVERT ELEV, Z
O (.
a REMOVABLE WXTER-
•' TIGHT COUPJAS
R.E9TRILTOR. P_p.TE wl Z
1 3/
'0 N77-777777777 7- PLATE WOW DETAIL
ORIFICE
SPEC. HO 5L/,LE
�EC•iiON
kl0 5Co 1-E
6,15.�4 KE57IZIGTOK M.H- TYPf-- II - I Zit
III='y1
44 G,Fj llo
TYPE -1Z
KF_ STZI GT0 R-
fake 1 t
Nor+
> Id
moo
51te, w
a
05
Y w
o[ 'n
s
VICINITY MAID
NO SCALE
(>EMEHT 60H(,FETF_
f_xTF-UD .r3
12" SNOWN ON hLAN
przvl�eKTY LINE
ANCtULAIR KO(�IC
. TGr�AR �Eo�� 1 iJ
FILL
r=1 I 1 F=j 11171411 Irn-1 I I (""-:t I I tz � 111= I'
NOTES:
1. SEE SURFACE WATER MGMT. DIV. BULLETIN "MULTIPLE
ORIFICES" EFF. SEPT. 1, 1985.
2. PIPE SIZES AND SLOFES: PER PLANS.
3. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS.
4, METAL PARTS: CORROSION RESISTANT. GALVANIZED
PIPE PARTS TO HAVE ASPHALT TREATMENT 1.
5. FRAME & LADDER OR STEPS OFFSET SO
A. CLEANOUT GATE IS VISIELE FROM TOP.
B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND
CLEANOUT GATE.
C. FRAME IS CLEAR OF CURB,
6. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE
PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO
CONCRETE PIPE I.D. LESS 1/4".
7. MULTI -ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR
ALL ON ONE SIDE OF RISER TO ASSURE LADDER
CLEARANCE.
69OU7 ALL ARODU9
ji PIC o' L)
o- I $(Dr.
-'',;- FILTMFA15ZIC.
___ (0IPE&F,[_\iJS @0,5%MIH, SLor-E
b N1AN RalK * PEg ortoTlu h , f_H U , REPo P-T
(-,�000 110, MIN,)
ROMERY DETa•l L.-FILL.
FRAME 8 LADDER 02STEP5
OFFSET. SEE NOTE 5. FRAME
& COVER ELEVATION_=_i14,2$� l
OVERFLOW ELEV. TO
PROVIDE 0ETE(YTION2 'r" -
8 01L S6PAR.ATION -
PER P,_saNS
= I'65,5o N Iz
PIPE SUPPORT(S)•.
3"X .090 GAGE
BOLTED OR IMBEDDED
2" IN WALL AT -MAX,
3 SPACING. MIN
ONE SUPPORT, II
1-1/8 4) 0KIFIGE
NO SGA1.E
lul _' 1
o (' -• i l l l l
wl I —
�� �I Ili1=
fn
n�
w ! S" MIN. THICKNE88
Ai'�;j _ 4H-2" =ARRY SPALLS
I
n r+' =Ti (o' f-mw PI1�
_
_ dill �ilil =
4'-W
ROCKERY DETt\I L - GU r
Ho
'* H F-I G N-1-
TYPICAL FOR 9'-10', )`�� THREE. GRID
I:AI FOR 7'-,A' FILL;Ll5E TkIJ TEN5AR GRI '
EI,,'vE :_ I_,,
pI1C4LF0R 14 bb FILL- )1 E ON TCM54R6Rif_
L1LL R(XKERY IAIN��ft, TO C l:: I N L(_;V:vf�'fDANCP
hIITM K•G.
I LTLIL F�13Fi
TEM�'OK/�iz� TE►�iSPcP� L-rEOG11;ICJ
FVFF_RTY
LINF_
''� i L.L MST E R I �►.��
fN
I . C
ROUND SOLID COVER
MARKED " DRAI N"
WITH LOCKI NCe 8O1-TS,
SEE DWG:S, No 49 &50 KC0.S•
STANDARD GALVANIZED
STEEL LADDEQ/STEPS.
SEE DWG, No 39 KCRS,
's II
CLEANOUT GATs: SHEAR
6ATC-'. SEE DWG. N.
I
t
5.3 KCRS
Iz'1
/
.OUTLET PIPE
SEE NOTE G
OPIPE
ELEV
INVERT ELEV.
Z
�163 Ig
cv
REMOVABLE WATERTIGRT
COUPLING -
RESTWL•T,-F_ P pT
1,I/11/j; OFUF!G' 0 6•
-N
M .
PLaIE v!'T; ELBOW DETAIL
L .r ORIFICE AS�
c)EGTIOH
WKAP-AKOUND G0H5TRU6T10H
NO 5CALF-
N O 5co.t E
6.5.41& 9If5TK IGTOjz, M.H. TYPE:1-�2'1
PLI\N VIEW - —
1.10 S641N.1-E
NOTES:
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, A SET OF APPROVED
PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION,
2. CATCH BASINS SHALL BE APWA TYPE I, I-L OR TYPE II AS NOTED ON THE PLATS.
3; STORM PIPE SHALL BE: 10" C11P, 16 GAUGE, HELICAL WITH 2 2/3" x 1/2"
CORRUGATIONS, 12" AND 18" CMP, 16 GAUGE, HELICAL WITH 2 2/3" X 1/2"
CORRUGATIONS OR HDPE N12 PIPE. IF STEEL IS USED, IT SHALL RECEIVE .APWA
TREATMENT #1,
DETENTION PIPE: 36" AND 72" CMF, 12 GAUGE WITH 3t1 X 111 CORRUGATIONS,
4. ROOF DRAIN PIPE SHALL BE PVC PIPE OR AN APPROVED EQUAL. ALL ROOF DRAINS
SHALL BE CONNECTED TO THE DRAINAGE SYSTEM,
5. ON -SITE CURB SHALL BE EXTRUDED CEMENT CONCRETE CURB,
6. COMMERCIAL DRIVEWAY SECTIONS AND FRONTING CURB Tn BE 10" THICK CONCRETE
PER CITY STANDARDS. SEE SHEET C-8 FOR WIDTHS,
7, CONCRETE SIDEWALK NOT IN DRIVEWAY SECTION TO BE 4" THICK BY 5' WIDTH WITHIN
SITE TO CITY STANDARDS. SLOPE 1/4" PER FOOT BACK OF SIDEWALK TO TOP OF
CURB.
8. ALL ELEVATIONS SHOWN ARE TOP OF FINISH PAVEMENT, EXCEPT AS NOTED.
9- ELEVATION DATUM, CITY OF RENTON. TBM IS CENTER TOP BOLT OF FIRE HYDRANT
ON EAST SIDE OF ABERDEEN AVENUE N.E. NEAR N.E. PROPERTY CORNER ELEVATION
221.05.
10. SITE PREPARATION SHALL BE ACCORDANCE WITH THE RECOMMENDATIONS OF THE
"GEOTECHNICAL ENGINEERING REPORT" PREPARED BY TERRA ASSOCIATES, INC., DATED
FEBRUARY 10, 1988. __
11 ALL LOCATIONS OF EXISTING -UTILITIES -SHOWN ARE APPROXIMATE AND IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO
AS TO AVOID DAMAGE OR DISTURBANCE,
12. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS
PRIOR TO STARTING CONSTRUCTION.
13. CALL BEFORE YOU DIG 1-800-424-5555,
14. ALL CATCH BASIN TYPE II'S SHALL HAVE K.C-R-S. FRAME AND COVER PER DETAILS
41, 41 AND 49, 50 OR EQUAL, ALL TYPE I AND TYPE I-L SHALL HAVE K.C.R.S,
FRAMES COVER PER DETAILS 41 AND 42,
15. SEE SHEET C-8 FOR SITE STREET IMPROVEMENTS IN ABERDEEN AVENUE NE.
SHEETINDEX
DETAILS
C- 1;
GRADING PLAN
C- 2
STORM DRAINAGE PLAN
C- 3
ROAD & STORM DRAINAGE PROFILES
C- 4
T.E.S.C.P.
%-
WATER PLAN 556 W 985 SH7 W-6 OF fi
SEWER PLAN
C-1
SANITARY SEWER PROFILES
C- 8
SANITARY SEWER DETAILS
C- 9
SANITARY SEWER DETAILS
C-10
STREET IMPROVEMENTS IN
C-11
ABERDEEN AVENUE NORTHEAST
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