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Z"4-5Pk&_T CONICrZ.ETt_-,
Doti �,� "�-- .•.tip � -
4/. AS Pl-l&cT TREATED
��' >" � - I Z" 5T21.lGTURAL rlLL
U O o. • Co M PAC, TO
9S% f7,9NSITY
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� I11 = 111 _ Ill = 111 = Ill � Il l _ I11 � 111 I
STRUCTIAZA-L F/L.(-
COMPACTED TO
`j0%
10°
21/2" 1 5' 21/2"
i
<a-
Q•SPNA(T �'
CONCRETE 10
\ ASPHALT EXTRUDED
TYPICAL PA�IL�MEAtr SECT�O K C u R 13 DE TA► IL
NO SC,&(_6 'vp ,SC,AC.C5
-� /v OTC • ERO S IO NI CONTROL FOR \ NOTES AND SPECIFICATIONS FOR STORM DRAINS AND SANITARY SEWERS
THE & D M A C SITE SHALL � 30 1 . ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
\ SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
FOLLOW ,4ND AD.d�T TO
-- --- �(,-� � PREPARED BY WASHINGTON STATE CHAPTER AMFRICAN PUBLIC WORK
1 THE E Rb510 W CONTROL. `\ \ \ Z•0% - If TOP OF SLOPE ASSOCIATION, 1981 (APWA) AND CITY OF RENTON STANDARDS. S
pRO V I DE p COf�: THE FILLING AASFRA- T 111 -III= III ' 1� ' li 1 2. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY
\ � ._ SEDIMENTATION/COLLECTION FACILITIES TO INSURE THAT SEDIMENT
Ai�D G RA -
DING PERMIT No.
LADEN WATER DOES NOT ENTER NATURAL DRAINAGE SYSTEM. THESE
--�
e t1i
__ ( FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND
F01Z THE 8LA,Ck R.iVE�Z `� \ \ \, 11t `' Toe OF $(-op CONSTRUCTION AND MUST BE MAINTAINED UNTIL CONSTRUCTION AND 1
LANDSCAPING ARE COMPLETED AND THE POTENTIAL FOR ON -SITE
TFc Hk)64 oG (r, PA R K . \ \ c Tl� EROSION HAS PASSED.
Ill 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
(SEE STORM DIZA�NAGE G'Q.LCI�(�AT�QNS 4 \\\ \. 111=Ilia 11- AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
\ \
FOR A D M p,C PACE E 4 oF�. THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DA,TED
� TYPICA,L FILL SECTIO" DISTURBANCE,
I4 - SG ) \ \ \ 4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE
Ko SC4C-L- REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
rl FlATNICE 81411-D//V6 EXPANSIOM ` / / o ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT
1� -� -�-' \ SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL
_ �� / CONSTRUCTION.
C.-3. No 7 TYPE _I-K \ � �
4 1 No• 10 TYPG-Z C 8. No• S TYPE-1 -- -
V C.3. No z TyPE_ II4$ O \ 30 5. STORM DRAIN PIPE SHALL BE CONCRETE, RUBBER GASKETED ASTM
`` \ t -- ' \ TREATMENT 1 ASPHALT COATED OR 16 GAUGE ALUMINUM HELICAL
rol' IS•r-o STOP or sLoyE� TOP Ito.30 T P I�e•m _ _
- _ - _ _TOP Iro•SO I � TOE OF SLOPE
1 / A/ V. 1 O .10 . , . -- - - - -a- / V 11 . S _. . _ . - I _ . �� \ A
_ /AIV.-/4.00 i � IA1V. . _ . - N O �
C CL.2 OR ASTM C 76 11 OR 16 GAUGE GALVANIZED STEEL
CORRUGATED
�roE of 5c-oPc� 2:1 SLOPE � � � � \� � �• CORRUGATED METAL PIPE WITH WATER TIGHT CONNECTING BANDS.
- - - �' - E� I - - -' - -- --- - - ' - -- ALUMINIZED STEEL NOT ALLOWED. ROOF DRAIN TIGHTLINES SHALL
- TOP OF SLOP f ,
\ BE ASTM D 3034 SDR 35.
e I8" warEe --- - - - - I- I -� D4 �� 6. BEDDING FOR STORM DRAIN PIPE SHALL BE PER APWA STANDARD
PLAN NO. 62,
J ' i I7 •So 17.50 + + 17-So 17-So+ I +I7.So I7. 30 + 7. TRENCH WIDTH IN BEDDING ZONE SHALL BE 1-1/2 TIMES THE PIPE
'E I(o .fo0 moo+ +17.10 + 17.60 17.504 f 17.50
� I
NEW �' PRIVEy�(p.Y Q +I�.�o F.H. �- /� I Q F.H. I �� \ DIAMETER PLUS 18 INCHES.
I oa + I n.75 I Z8 1. F gyp• C) „ ti / I T 17.3o + I 1 8. TYPE 1-C CATCH BASINS SHALL BE PER APWA STANDARD PLAN NO.
SEE 5TR.E'ET FLAWS 1 dD o.s C, Q \ 52, WITH APWA STANDARD PLAN NO. 49 FRAME AND GRATE. TYPE I-K
ISEE ARCNITecTS ��,� �` n r` Zulu CATCH BASINS SHALL BE PER KING COUNTY DRAWING NO. 23, WITH
r oR PATT-P_NI o O\ 1 3 �" w � n 9 I I Zo I KING COUNTY DRAWINGS 39 & 40 FRAME AND GRATE. TYPE II-48
r' I 1
/1 I \ INCH CATCH BASINS SHALL BE APWA STANDARD PLAN NO. 55, WITH
Cl'�17•So 1g to g3+
GoucR�TE ) � - -• - '
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CO.
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/ll DTE : S EE 5T BEET PLAI•►5
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FOR- STORM PkAINA&E
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COPI/uECTlD�S. I
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INVERTS S,401vIN I
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MATCH-( STQEgT
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PC-A.I.I IIU v GETS :
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Pc.c u Foz
NEW 30' DRIVCWAY
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P'ONACe l Fo
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5EE STKGET PLANS
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7.oz+
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+18.0o I7 + 17•�+ v0 A _ \ APWA STANDARD PLAN N0. 49 FRAME AND GRATE. CATCH BASINS NO.
1, 2, 3, AND 9 SHALL HAVE TYPE 60 OUTLET TRAP.
9. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
17.50 + 0 ",OO Ir SEQUENCES OF CONSTRUCTION AND FOR. THE SAFETY OF WORKERS AND
+1840 1$. + p�o 17 + U '7' n SCE TyP/car_ P(LL-SOOTIOJu OTHERS ON THE CONSTRUCTION SITE.
Ca I\IO. `�-T_Y_P�.Z �,�'•�� 17.00 FErICE + 7.7$ 1}Il.3o I(o.$O �- G. .� - ,���
o I I T-141 S S HEFT 10. SANITARY SEWER PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM i
TOP l9-4o ti C14-CL.3 OR ASTM C76-11 OR POLYVINYL CHLORIDE (PVC) RUBBER
OS 17 C+
/ItlV- IS.tO \ +17.40 �(� 17 4
GASKETED ASTM D 3034 SDR 35.
1 / / 11. WHEEL CHAIR RAMPS TO BE INSTALLED WHERE INDICATED ON PLANS.
X 8 I I I 1
�a�F 12. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE
m
/.� �•�� IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM
X Ilk- DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95
M G ••
LF(o•C) 6'PLD% MIN D.S. C.O. I o 6
1 s.
-.-_ l8.40 /SL.�(O.C.� .••6 Cd LO%M
C.>3•hlo.(e TYPES
ToP /4.35
I luv 12 • C�(
ADMAC BUILDING
FINISH FLOOR ELEV. 18.50
i
G`.8. No. I TYPE I
TOP 15.86
/NV. ►3.36 v
14
/N
R 1 I
9Q R.A R.D. R D. R.D R.D
G. ,
4-.SO): IS I7.50+ O PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST
EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO
^o � C Li Ll o S T YP6 ZI - 48"
Fo0T1,�U DFAIIJ
FooT I IJCG
DRoIn>
D. R.D.
+ IS.` 0 G.D.
I.o%MIN t.o. 18.8E c0.1 .35 108 L.F.(o.C.)--6 91.0%MIN GZL.F.(O1C.)^-8'P1,oilII
.I, l0 + 18.1 fo 17.
a- ls•oo l8
c 17R2 SS L.F.(o.c,)�Bc�dO%Mlr1.
19 L.F. (o.c.) - 8�� G 1.0 /, MIN. +1 � 7, �
iG
THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER
o
o I
ToP
; ro.go
=
PIPE SHALL BE THE SAME AS DESCRIBED.
r
t_
;
1h1V•
11.11
i3.
NO HANDHOLES, VAULTS, OR METER BOXES TO BE LOCATED IN
}
SIDEWALKS.
14.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
W
STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
0
CONSTRUCTION.
1
Ala
N
15.
PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE
PRECEDENCE OVER ALL OTHER
+
N
PLANS.
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o
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16.
THE STORM DRAINAGE SYSTEM AND SANITARY SEWER SHALL BE I
CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON
FILE AT THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. ANY
DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN I!,
O
O_
APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS.I
n
rSTOP
_
-
- - - -- -
/4•.So
17.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
Zo
►AIV-IO.Co(o
WHENEVER CONSTRUCTION IS IN PROGRESS,
e
18.
ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW
PAVEMENT LEVEL.
0/
/
19.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
_ 4
TRAVELED ROADWAY SHALL BE BACKFILLED ONLY WITH PEA GRAVEL OR
5/8 MINUS CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO
C.B.
Alo•3 TYPE n-48"
THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW OR
+ m
+
+�--
TOP
// ^^
SCALE 1 %40
JACKHAMMER IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST
U
BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A
• - llllV•.'
-11
IQ_ I�
PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 30 DAYS AND
17.40+
^-
i-
Tot
SHALL BE THE THICKNESS OF THE ORIGINAL ASPHALT OR TWO INCHES
4
OF Sc oPG - _ . _ .
WHICHEVER IS GREATER.
7.3o i
412g
+ 17.50 6
\
Top OFScoP� Z• I SLnPt _
20.
THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN
0.��
AS -BUILT DRAWING OF THE STORM DRAINAGE SYSTEM, THE SANITARY
SEWER SYSTEM AND THE SITE GRADING WHICH HAS BEEN STAMPED AND
w
SIGNED 13Y A LICENSED PROFESSIONAL ENGINEER.
0.7s-
D
! 17.42 / T F.H. g WATER � _ _17.0_17 S \
�•oo+7 - �'.ov�----�.C?O�- ----------r 17.oc 17.100 ----- at\\.
c� s
I7.Sd
SAVE Ex TREE � I -
,11/
G )ZA, DE s To 8 E 51401 ON L-A (NO SCA PE Pe- .W
0
MITER END
max.
-- -- I Ex 10" WATBR.
APPROVED
CIT'/ OF RENTON DEFT OF
OR CONSTRUCTION
BLIC WORKS TE
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fjlZ ! 1 1 1 UIL /WA'iF.2 '-7EP- eu i2c
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G olv [.041..�5GIn1Cr PLATEa� � -
rr� 0 AflVst L-10 TO GRADE INV. 8.70 \ I rj2vt SWLIL.r✓ T'O 5c�
Y• : 00 QUA212Y SPL1U.5 15 1,.% - I 1 NI , INV.�T• \\ �bEAST OF IN�/E12T
IS "c•n.P. TQ 5 a o.S'"�- 1 n.�o►.►G P2oPE12TY �Ir.IE
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lVqZ6 - - - - - - -�.. •�t x ' INV.
NV25Ncorc. b °' -. is v Q6•o /_r`; (1�0) a
I \'1 _ CALL 48
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" 10 x ZO' x I' DEEP QV4Rt2Y SPACES 1
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a THIS DOCUMENT HAS BEEN REVIEWED 1 '
3 \ III d1�3�1 BY GOVERNMENTAL AGENCIES AND IS
,�� I �� APPROVED FOR CONSTRUCTION. vF� c�sTEa�10 A-
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DRAWN BY.
CHECKED BY.
S.S.WI.
R.M.R.
SCALE.
DATE
10=4o
8-111 -BG
JOB NO
8601,59
11 I 11 I 1 SHEET I OF 1
NED MAR 2 8 %m
., /df'OSCAN