HomeMy WebLinkAboutTED4001812.3R��/,S/GyYS-RGU/5ED4 C/TYOf RE�TO/Y;S RED/SED Afl MElr"r'S
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Jf
400 1
I DRIVEWAY TO 6LDl4.
(WIDTH VARIES)
15' bLDU. #3
380 (TYP)
360
2nd FF= 373.0
litFF
340
NOTE SEE SLOPE 5TR51LITY 4
LANDSCAPE PLANS (BY
OTHERS) FOR WORK IN
320 THIS AREA.
EXTRUDED-
CONC. CURB,
SEE DETAIL
SHT, C- IZ.
"i
Z OR
TUBULAR
TOP RAIL.
ZD.O' W I DE.
ROADWAY
f5LDh ir 8
,�E�so� Rojo Jill w
6.0' DEDICATION
2
30'
FINISHED EXrsT//Yh
URADE efARDR
S=2.07. Znd FF= 359.0
- - - - - - - - Est
IT]'
ol
SITE CROSS—SECTION (A — A) 3' WIIJE C011VEYAI'10E 51JALE
SCALE: 1" = 20' SCALE: 1" = 20'
PEDESTRRIN I LIPRDRAIL
5EE DETAIL, SHEET C-11.
(SEE SHEET C-13 FOR CITY
OF RENTON STD. PLAN.
Z.0'mru
I&O' DRIVE LAME, IZ.O' DRIVE LANt 5.0 _-_--MECHANICALLY
2 5TADALIZCD
-I`LOWLIMr-
_2.O%(MI ------
���I,�I�►1=;111 ,J1� " -IL
- MONOLITHIC C06 4 SIDUALK.
IIIL�111=IIIPMIII
3" COMPACTED DEPTH OF CLASS "b" ASPHALTIC CONCRETI!,
Z'/a" COMPACTED DEPTH OF CRUSHED ROCK TOP COU R5E.
3"COMPRCTED DEPTH OF CRUSHED ROCK EASE COURSE.
COMPACT• SUI54RADE TO 957o or MAXIMUM DENSITY
PAVING SECTION W/ SIDEWALK (B—B)
1-%i'¢ PIPE OR 1-'Ve SQ. TUBULAR
STEEL RAIL, t;OC,.1111MUM.
Z" DIA. 09 SQ: UP916HT
PIPC (to, O.G., TYPICAL)
N
-� A.
3' 0" (TYP)
NOTE.: PROVIDC HANDRAIL e Top of
WALL WHEKL DIFFCRENCES IN
'IINISHED WIDE E.LEV,'S = >
30 (Z.5 ).
NOTE: SEE 5HCCT C-15 FOR CITY Or
RENTON STANDARD PLAN.
PEDESTRIAN GUARDRAIL
Y- �iy� •� O �r h!• �..• �n�-
vim
0000
;
rr.hrad;�M.�r'
1 r r:.• -
� i � .r�y1! =r fr. j•.r!! .. ��•
FIN Y,• Y �' ;4
rrr• ! / .
CORE O F I
NJtiiri' %rr " •
FILTER r r�' f HEIGH
FABRIC o (VAR1E
PIPE
SUPPLIER
ELJEN DEVELOPMEN? CORP.
(203) 429 -9486
STORRS, CONNECTICUT
EILDI4.
2.
DRIVEWAY /
MKKIN14
L�NUTH
(VARIES)
400 Z' WIDE CURTAIN DRRIN
SEE DETAIL, SHT. C-17.
1o.0' WIDE
TERRACE
380
FILTER FR59IC VO
;ir �
360 U' ¢ PVC (PERF) -
\\\
•r
340
1 320
SEE SHEETS C-8 4 C-9
FOR OFF- 517E RORD 4
STORM IMPROVEMENTS.
ZO.O' WIDE ROADWAY
10.0' DRIVE LANE 10.0' DRIVE LANE
FLOWLINE
4" 0 PVC (PERT")
ROCKERY DRAIN.
ROCKERY. SEE DETAIL
SHEET C-1l .
V PVC TIUIHTLINE—
(CONNItCTED TO A
DRAINS FOR TE
DRAInAUE.
4110 PV I:) WALL -
DR YL14HT 9
F OR THROU4H
LL)
DRIVEWAY/ PAKKinu
LENGTH VARIES.
'��"`= •�MECHANICALLY 5TA15ILIZED
1`15AnKMENT. SEE THE
UCTURAL PLANS FOR
9 ENDED MATERIALS.
TERRACE CROSS—SECTION
1 i
50. .
Fa
WAS
y F 0
�.-
0,, 41, Glsst2�
CS' S7ER
S�ONAL
390 EViRES 5/6! 1997
385
380
375
370
Z D�• Mtn. �I ROCKERY NOTE
IIII-1111=111I=11!�Uii ------------------------------
-
b,.:I "A licensed engineer with geotechni.cal expertise must be retained
for proposed rockeries greater than four feet in height. The
engineer must monitor rockery construction & verify in writing that
PROVIDE THICKENED A.C. NOTE: WHERE DRIVEWAY/PARKINt SLOPES TO the rockery was constructed in general accordance with ARC
(Lo") EDL,E AT 0RALTE 15L.DL;r. PROVIDE STRIP DRAIN FOR s Land ard: and with his/her supplemental recommendations . in a
CONC. SLRB (TYPICAL) DRAINAL4E.(CONhCCT TO DOWN3MUT, professional manner and of competent and. suitable material.
Wri i:LF,ri vF.ri f i-c:at:i.or by the engineer must he providF•d to the cit
TIUHTLINE.) SCE DETAIL, SHEET C-17.
inspector."
3NCOMPACTED DEPTH OF CLA55 "5" A51HALTIC CONCRETE
zVell COMPACTED DEPTH OF CRUSHED ROCK TOP COURSE
3" COMPACTED DEPTH Or- CRUSHED ROCK SASE COURSE
ly
COMPACT 5069RDE TO95 76 OF MAXIMUM DENSITY
BY
►
PAVING
CROSS—SECTION @ DRIVEWAYS (C — C)
BYDAIV
_______...._.__
BY-
JUa�
10"
NATIVE BACKFILL ,
^OMPACTED IN 6"
LIFTS
DOW1`151'OUT
ASPHALT
;' T
::;.
-
ZICONCRETE
.:
I c CAP
• a .
.'�. ' .
ACO CHANNEL SLOPE DRAIN
p
Qj
51CTI011.OF 4"4 PVC TO URADE .
4„
�; ,
�' ' ', '
4" KNOCKOUT
CONCRETE
BEDDING
It PERF. PVC (OR CMP,
ERE. ALUMINUM AS
SPECIFIED ON THE PLAN.)
3.
CURTAIN DRAIN
PVC ELBOW -(4"0)
PVC TEE INTO TIhHTLINE. (4'`X 4")
PVC TILII-ITLINE (b"). 5CI= 00IN14 4
DRAIhAI4E PLAN FOR 51ZE A[1D
LOCATIOM5 OF TIL HTLIME CONNECTION
TO YD. 5 OK C6 5 (5=1.0%MINIMUM)
t.R
4"4 PVC, PERF, .EOOT1r1, DRAIN. (DAYL16HT
OR COMMECT To ORPIMU 5TRUCTURE.)
DOWNSPOUT TO TIGHTLINE
LOCK-ING
GRATE
ACO DRAIN
_14o81206
STRIP DRAIN
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92- 11
PROJECT NO.
DJ W
DRAWN BY
IZ-17-93
ISSUE DATE
I
6-13-96
SHEET REVISION
I-- ; PACIFIC ENGINEERING DESIGN INC. o
CIVIL ENGINEERING AND
PLANNING CONSULTANTS