HomeMy WebLinkAboutTED4001804.2SAWCUT (TYP)
MATCH EXISTING
EXISTING EXISTING
L-2'I CLASS B ASPHALT CONC.
1 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING
TOP COARSE
2 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING
BASE COARSE
GRAVEL BASE
PAVEMENT RESTORATION DETAIL
NTS
i SEPARATOR
3c.• , 3(.'o1AM0Nu PI�,a?"E DccR
G�PpP ��A
COG ETTc�
M I Iv I MUM ZE5 DAY COMP:'FS5iV5 577 = F'G 4000 PS i .
CE51GN II j ACCORDANCE W/ IJo. 5Z�3 ''MINIMUM'. RELUIRE?v1-M 5
FOR 7'L111J 5EC710�1 Pr�E'_',AST COti(�2E� CZJ1 i Z�Ci10N.
GZEIIJFC2CEIMENT:
DE"ORMED E4R5 IN W/AST, . (5 G2A0E 40)
WELDED WIRE r 521C IN ACCORDANCE W/Aaz-loco � A155-CaL�
DESIGN LOADS
A,aS No - u- 20
GALVANIZING -
ALL F�ERIc-ATED STEEL RCMS E1ZfFT R`1NF0RCIIJG.To 5E
uZT DIPFF:D GALVANIZED AFTER FA6R►C,;T10ti,C01.1FGRMING
To SPEGIFICATIOt�15 ASTM A�4-,A35'S,a38�, � Alz3.
PIPE S(�
I,tAXiMUM PI.PF DIAMETE2 IS IZ INK`-iES.
OIL/WATER SEPARATOR 750 gal.
NTS
Z13/10 as ' �1^ 0OWK cor�r��c-ri are s
Y00 � TROlw5f. C/)9IRf4T1oW$
Date Nc;. Revisior Descriotion
'TLc4O - va - 16% ot
Drop Inlet
with Grate
I
Stakes
- Filter Fabric Stakes -�
Filter Fabric
Runoff Water , Washed Gravel
with Sediment
� Filtered Water
Buried Filter
Fabric
8
FILTER FABRIC FENCE INLET
BARRIER DETAIL
NTS
N?E,
PROTea INLETS OtlRIWG
GONWPUCTIOW. KteP SCDI-
MENT ouT OF7we SMRM
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5TiZUCnOQ PRUGReSSES.
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PLAN
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AMC) TE2941W. 055E WE 1D CLIFC
TRAP PPFICJEN& AND MC00",' A5
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•
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1C MINIMUM
DIMENSION
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SEDIMENTATION
TRAP -TYPE COO.,
L 'A Designed J.H.S. Approved ELI
13 Consulting Engineers and Surveyors
Drawn L.J.M. Scale 1"=20' Date AUGUST 1990 - -- - - —
` -- - 720 South 333rd Suite 200
By Checked R.D.G. ,Project No. HA00201
Federal Way, Washington 98003
N� hi dvsc . Coke)
EA'57IG- 4G<- M�.r:'IDI�N la
Pam/ / M01//!✓D ,�I � � 'r� ''� p,G
�LL'1��G✓opl �O,
PEI Consultants, Inc.
Phone: 838-6202
4%
XPANSION JOINT
EXPANSION JOINT (TYP.)
GENERAL NOTES
I. DUMMY JOINTS SHALL NOT BE a
LESS THAN 3/16" IN THICKNESS
AND SHALL BE OF THE SAME DIMENSION
AS THE CURB 9 GUTTER EXCEPT THAT 30•. EXPANSION JOINT (TYP.)
IT SHALL EXTEND ONLY 2-1/4" INTO Mi _
GUTTER SECTION.
SEE CITY OF RENTON STANDARD -7 VAR VAR.
DETAIL FOR DEPRESSED EXPANSION JOINT
IN' DRIVEWAY CURB Bi GUTTER -
TYPE D
JP� 1a MAX. SLOPE
10"
b SECTION A -A
/ EXPANSION JOINT
A�
ALTERNATE 2
EXPANW- N JOINT (TYP )
WHERE THE '
DRIVEWAY EXCEEDS 16'
IN WIDTH A 2"DUMMY JOINT M4 4 �.
SHALL BE PLACED }
LONGITUDINALLY ALONG CENTERLINE. y
1/2" EXPANSION JOINTS SHALL BE
PLACED AT DRIVEWAY RETURNS AND AT �N .�.-
THE BACK OF DRIVEWAY.
2. CONCRETE SHALL BE CLASS B(3/4") AIR ENTRAINED 4. ftBGRADE COMPACTION SHA
PORTLAND CEMENT CONCRETE. (Ml�pIFIED PROCTOR).
3. DRIVEWAY IS NOT TO BE POURED INTEGRAL
WITH THE CURB a GUTTER.
2
DRIVEWAY DETA I L
NTS
i
1/2"X4" EXPANSION MATERIAL
1 /4" R AT JOINTS
P
P 1/2"X4" EXPANSION
((MATERIAL
T 1/4"R AT JOINTS
SCORE LINES TO BE RADIAL
TO CURB AND CUTTER
+ W
,/2'X4" EXPANSION MATERIAL
1/4"R AT JOINTS -
SCORE UNE:
'Wr-WIDTH OF SIDEWALK
�CEM. CONC. CURB AND GUTTER
1/4'/FT. SLOPE 1/4'/FT. SLOPE
1/7'R 1/2-X5- EXPANSION MATERIAL 1/2"R 1/2'R
CURB RETURN ONLY 7 PAVEMENT AS PER PLANS
4' 1 PAVEMENT AS PER PLANS 4-
PARKWAY STANDARD CEM. CONC.
STANDARD CEM. CONIC. CURB AND GUTTER
CURB AND GUTTER
SECTION A -A SECTION B-B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPEMENT STANDARDS
GENERAL NOTES
JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL
NOT BE LESS THAN 3/16- IN THICKNESS AND SHALL BE EXTENDED 2- BELOW THE GUTTER LINE
1/2' THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL
EXTEND 1' BELOW CONCRETE
WHERE THE SIDEWALK IS TO BE PLACED AGANST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT.
1/2-X 5' EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1/2'X4"
EXPANSION MATERIAL SHALL BE PLACED AT EVERY THIRD SIDEWALK PANEL THE CONCRETE MIX FOR SIDEWALKS
SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4-) WITH AIR ENTRAINMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALA EDGES HAVING A 2Y2' TOOLED FINISH.
SUBGRADE COMPACTION SHALL BE 9C% (MODIFIED PROCTOR).
I DE WALK DETAIL-
NTS
I- I
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INSTALL 750 GAL OI L1 ��'���•�� .� w?�
WATER SEPARATOR AND 7TH AVE �IG�e c07 70 r�%Dc-rvt4�4
PATCH AC PAVING PER �VACaEx 16'i lurti �Y EXCf,%Iv9 91
RESTORATION DETAIL
INLET a OUTLET THRU L � u1�1�
p Imo.
VAULT TO MATCH EXISTING f'O r II y
PIPE IACTOR TO VERIFY PLAN NOTE SEE ARCH. SITE PLAN FOR CALL -OUTS
CONTLOCATION BI DIRECTION OF IIIOTHER THAN OIL/ WATER SEPARATOR 5 R.OW
10" 0 STORM PIPE 1 20� DETAI LS
RECOMMENDED RECVMMEN�ED A56Ut 0.N00 A7 "I" or I o PI v IN et --
FOR
APPROVAL FOR APPROVAL I„�N� µ gj,,1 -) �, oc
131' P. 1� , e#aCF / RIG - I `i J �� 19O'''1�Y �� ,moo a Jy
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S 7'RIRht WATER UTIQ7 TRA Sp R1'RT N )' CON f 14PLA4'10Nv S � l'r10KZ j �!f'n►IN f'1'Q?IrsM ��' AP &Kr VolField Book Bk.
Mk'rED t5ASCC�l IN �o 1�'rbN A. N.O �Uy�v Y "F-4t �
1g'r p'�► ' ERG• , f�1.5 I� JUL`r I1410 L ACAD No. HAO02A
Sheet
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HOVLAND THOMAS ARCHITECTS ARBY'S RESTAURANT—RENTON --
/ OIL/WATER SEPARATOR PLAN & DETAILS of
S ANNEO MAR 2 8 "' s
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