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Z ELEV = 424.39
120' VERT. CURVE HIGH PT. 2 +44.39
M
-1
a 40' VERT. CURVE
PVI STA 2 +16 __
= ELEV 428.83 e,
NEW PROFILE 0 C.L.
OF PAVEMENT
M
a
m
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=
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EX PROFILE ®EAST
430
a
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430 x
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w A.D. = 9. 1 N
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5 +00 6 +50
5' REDMOND AVE
a
Y
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o
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PROFILE - REDMOND AVE. NE
y
SAN SEWER MH #3 (TYPE A, 48 ")
RIM: 412.`4..48
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SCALE: HOR /Z,• 1" = 20'
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-TYPE 2-48 - : , CEMENT CO
- SIDEWALK NCREEE
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' NOTE: TOP OF LIP AT DRIVEWAYS.
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31 •70°° °•'.
NEW INTE SECTION .�
-
CONCRETE VERTICAL CURB AND GUTTER
& PAVEM NT WIDENIN
,2° CP P 0
4OO
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CURB DETAIL
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420 42,
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CB 12 TYPE 1
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FORESTBROOK TOWNHOMES 16" 2' -7" 5' -0"
"< EY
-
z
ST 6 +4 35.2' RT EDMOND
X•
STA 0 +00 (SEWER MAIN) -
415
RIM: 4257 oqT 415
ST 2 +0 SEWER MAN
ST 0 +8 W R MAI
l EXIST. SAN SEWER MAN HOLE f --
1 +00
IE: -4+9Z 417•q(
1
_SA SEW R MH #2 PE A, 48
SAN SEWER MH #1 (TYPE A, 8"
'G ° l STD. MH, 46" DIA - -{
0 +50
+50 2 +00
RIM: MATCH EX. GRAD •Iq
I RIM: 394.'Cs.44
390 � -_ �
_
390
IE: %" (EXIST. 8 ", SE) 389.7
I /3'R(M.) ` ° B o•
PROFILE NE 19th ST.
402• S' A'
6 +50 7 +00 7 +50
` -B-SS IE: 393,9 (NEW 8 ", N) 38q.'i4 ANCHOR BOLT PATTERN
8 +00
aEPRESSEp
S +SO CONTRACTOR TO VERIFY ELEVATIONS PER PEDESTAL
S R SCALE. HORIZ 1 " _ 20'
PROFILE
- LOT 617 ESMT & O.FFSITE
LATE
TEMPLATE
C NBOTfOM'
VERT.- 1 " = 5'
_
RE-CHANNEL AS NECESSARY
laxr
3(A Exea
SCALE: HOR /Z 1 20'
3/8, `i
-... _. x FULL DEP
-
(M.) (AM ea PtAV
P
VERT. 1 " = 5'
GF „Fa AI „mF<- / EXPANSION JOINT
6
„
E, CeNr SECnPV
(BY o1NEfl5
_
1/2 EX°AN40N
/
1 /4'/FT. SLOPE MAIEPoN CURB RETURN
ONLY
-be N..V Ax. dAU HE MCFD xoT ro LzC® Ir c j
/C xW ., HE ly C C iKY 9,u1 I/
,
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mess"
vxRlES - I•' um. (SEE ca+TRAa) s'_o
.,
DRIVEWAY
(BY OMERB)
CEMENT CONCRE 1 /2 -R
CURB k GU FTER
_ - _.. a /2'R 1/4'/FT SLOPE
4 1/2'R -
PAVDAENT AS PER
C014""a" BE M® Ai M1 QY, SM5 A5 MrtChD BY dOMFW IM BALL ETda t'
w4wE Txc Yoewux ¢ m s aArm Aauxsr rrt arm A10 e .
J:Mn l/YX 5' �ARma1 YAippµ EVIL pEMLID FRar a aRe P. B�YATr NL 0.WB RflVIMS • , i "\
PLANS IMxe° MAMsd iu mAAL sWy IIE ptA6T Ai flee, F"s, 50flvVix PAV[L
a,
-- CEUE.7 CQVCREII
(SEE NOTE 3)
-
THE CONCRETE MC Fat SOVIA 5 d41L IXK'CPo110 THE IEiVPFYFMS C£ qA ; B (31.-) re AH
diPMnudL
(1
a
REDEEM. CURB (m)
3 /e° ExPA„SCx Jgxi (SEEK FEneep Iv CaxiRACi)
(TVP.) (SEE Sip. PLAN F -3) ° (SEE. SIp. RM' F -I)
CEMENT CONCRETE
PEDESTRIAN CURB (TYR.) - RAMP
WTN 12Po 1 V 4' i PAVEMENT AS
PER PLANS
THE Cd4REM SWA HAW A aflaeN nad"Aa ee39::TYNa A 2 1/2' TOOLED HNSH,
-
b
SLOPE
(TYP.) PARKWAY STANDARD OEM.
STANDARD CEM. GOING. -
i S,ecRABc CEYp crI. swA HE Ra[ (xClVREO pAocrce, -
I M-.1 cal-ETE
SaSl- CEMENT
CURB AND GUTTER
CUTTER MRS AND
_ -.
F-
6
DEPRESSED
CONCRETE CURB Ze GUTTER
SIDEMALK
►ks- au1L-T SECTION A -A
_
SECTION B -8
- -' - "--
-
SLOPE (SEE CONTRACT
-•
(SEE NOTE 3)
E� p o {�j�
AS- 8V11"T ^la�tSI�JS �
1 /2'R4ATJDINSION MATERIAL . -.. - -
-- MEN SPECIFIED A•DEN&IC MAY BE ADJACENT ' /
IN CONTRACT TO A WALL SEE DETAIL.. _ SIDE VIEW
-
GO
o O' w�`
L e I e -.(A TYPE i "• ISOMETRIC VIEW �.��L,p SUR B�{ (°i..ezi'1ireRE(��/./
-.-
-
sOEWUx
DES ` - ° M'"
SEE $HEFT 3
NOTES:
l^q�' �n}EJ'E�'y�uo F;F,. �p
-V I ". IO1171..17 �lD�
f /2'X4' JOINT ION MATERIAL -GEM.
i /4'R AT JdNTS
CONIC. CURB AND CUTTER (SEE CONTRACT)
NEIGHBORHOOD DELIVERY &
/2' R. (P'
_ -. -..
a.
✓..:
_.. IN BID COLLECTION BOX UNIT
( t
depth
SEE xos I Mu RE COxCRCrE Rller
RAUp vcf, 12H; I /lam
( e ,
re tb tl pint width Standard 15 feet, constm a join
e p s t see Be line,tl Ficr F- 3/8'
$ ( 3) with oLat
pion the e a en(ed ne
9 Y C Oe
A
SCORE ❑ AN TO BE RADIAL
TO CURB AND CUTTER •� W
�?�% ?.E� IN BID 11EM
ITEM
r- _ '
.• /�'•/E
f/4' ..
�N D.Ii.B. U. INSTALLATION
SLOPE (TrP.) N( k
S=337304
�'•
FALLEN
JgNT FALLEN
om 3)
(ffE xOIE 3) 2
Const t e p son 1o'M5 porn lel mU the centeFi ne
+
CINT
NOT TO SCALE
required
at 15 maximum spacing when driveway widths exceed
30'. See Std Plan F -3 for sidewalk detail..
« "xTFx be, 1P om'ww Fxm.xc rnF 3. Curb and gutter see the Contract Plans for the
RECOMMENDED FOR APPROVAL
1/2'X4' EXPANSIDN MATERIAL
1/4-R AT JOINTS SCORE LINES
TYPICAL SIDEWALK
Z
xor To SCALE cum
4
spec Ted See 9d Plan for curb details,
Avad
Avoid
9
B DETAIL NO. F00"'B' CITY O F RENT O N
O
N
obstracUons
s' -o' vAR,ES - li uw.
placing ria
plotng front structures N".. boxes ar other
m (ronL pt drroeway entrances. -t J, d
q<C`
W -VADm of SIDEWAUf ••_•. °-
.
DEPARTMENT OF PUBLIC WORKS
j
�
RAMP (SEE COHVACT) Aeup
cE T coxcRETE PE° see Ax � �
VS
{��r' OF WASP G'� BY.•
� tF'
DATE.•
___ -
NOT TO SCALE LUA 05 -065
PROFILES, SECTIONS & DETAILS
R3(M.)
1� DATE �tlo
ENGINEER: °
BY,'
JAEGER ENGINEERING WEBBER SHORT PLAT
- SINEW. sccnox q (SEE see' PI.V1 F -3)
O
zo734
'E`A(, G \�' BY.
Ss
DATE.'
9419 South 204th Place DESIGNED: JJJ DATE; TZ FILE NAME:
1. REVISED PER CITY REVIEW JJJ 5 -22 06 /(0/05
/gvAL �G X01
_
2. REVISED PER CITY REVIEW JJJ - 2- 22-07.
Ken t, WA. 98031 DRAWN; JJJ
CEMENT CONCRETE APPROACH
EXPIRES: 3 1 BY'
DATE:
Phone No. 253 850 -0934 CHECKED: JJJ SCALE: SEE DETAIL FEW BOOK: PAGE:
3 - Q5 - 6•,31 1 �y jp -i7_�_ ( )
°
FOR DRIVEWAYS DETAIL NO. F -04
zPg2$
No. REVISION BY APPR.
DATE Fax No. (253) 850 -0155 APPROVED: SHEET: cj DF: 11
Ells A.
Z
I
S_-33? 30q 5- 5373o3�s�An) �CAP!!!ED JUNg9M
(J- 33"'3lf? q w- 5V7305( -l0N)