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S7 •Y :• M) r-DGyr- 9
+ - SIDED ALK DT"LSSFIE LTYPICAL UNDER
AL OUT M 9Fofvi+Lx
SLOPES WITH RAISED EDGE
Irx QKjq MeP.]
SEE 871) PLAN 101
r.5k,' S ' • - T •. ■ � i .-. -• TLC
r+ Y f
OR DOE 44 PEDESTRiAN
R_atuw-
{ Z - X SIDEWALK
JACENT TO CURB 1 17' T 7 MIN
R0U 17�F+G (!NxA 4�►r' 1
� t
n
&ARF UEA - 8CE GJD1:1i'ALk
COHTRACT PLC
)a• 4N) !R (I YP )
FI LL54 y I
YERTXAL WALL
SEE i 0AIL
tea.
QN1 PRJ*!uCM.0 G
XANT FILLER
AWACENT T4D CLIMB AND RAILING OR WALL
FOR MOE BYJIrFFJ� STRIP
TREAT7.1�NT SilDEl'YALK
T n--crmr MFE NOTE $01
51DEWALK IM+r1 R
aiEt: I IpN$ %W
FOR CURB. DETAMS ADJACEN°S• TO CONE
$rL STD PLAN #pi (STEEP FILL SLOPESi
--VV&Lt OR RARn"
itr r,q �
Mam
ED
"NT KILLER
310 EWALK AOJACE NT TO WALL UE Atlr
1V (!N; FREVOLDE0.01N7 FI EA
TYPrCAL WHERE AR' UC,A8LE
- FOR CIFRB OETALS
SEE STD PLAN 101
,ZMCFI NC. RDAD4YAW
CRUSAEO ROCK"
"USHM SOEPACNM13 TOP COURSE (C$M
CMPAC T T-D 2�% MLyj-vIEQ al;Ov rpm
tUNL SS FLEQl111FLUiEhrr WAWDBY
MGIKEER) TYPbCAL Ll l ALL Cam,
GUTTER A : IOfrlYALK CSTC UNDER
rAiRs4L OLrtT *4aE4r TNXMESSOR
MATCFI MSrWG RGAMVAY CAL BMD RC=
, WHNr NEVER 1.5 GRE+ATM VW. FM
ALLCU1:Cp 6CAT TER1
TOP OF£ONCREM SURFACE
FQR GUR3 o- rA1L5
SEE STD PLAN ,i) r
' %I "I FOR CURE CETAM r.
y S,6bi In LON. SEE STp PLAN 11)1
*4+ :.
T-ExDr FciMowSH
OR MkTCK EXISTIN
G
Fld6HEb ,AbE spM1 SEL4W TOP OF LQN�TE TRC*EIEDPE�T
heC�r€uR
FtN CECR PLANTING -F51PM' L0V-
A]OENT �a
KW CURB
TO SUFFER STWIP 4` (ctt rv+IeeLrrrfr�skrotwa,t
ti 1_4' ro 1,4-
NOTES I
1, FDur 100t: 1 !hD i9W walk yvid,11 shag
be tho minimum podesif C##FnA,t~T�{3►� Jvr r r S r
r r IN!5aEWAL1%ONLY
xncmm covers, Ancllaon IOxe3, ]PULL-o[RrH LXPANSION JM4T Ina i MI I •
Cabie'Vault, PuA Saxon and alhirf {$, _fs CURB AND BID M- ALXCUE S`'ci}PLAN 1111_T1
0ppurf rE.32sw3IdllIII UHJW&Aam
mast 6e fiu3h wth surfam, a nd iTkalch
rode oft" sldawa rk.
2. AAcnolglhIL Carnerlt Conerrte Curb and
5IdeWZAk it not perm It ed in new
conseruction. when repigefrgRR wrk
neoes3ltaTes a Monoilthic Cerierit
Cantretq� CU16 bu11W PCF VVSDOT
S;andand Plan F-30.10-1}3.
3, caftia cis Ea he 4.0m PSI,
1C C CTI ON ,JCINT
.JUINT AND FINISH
DETAIL r d,
+
Pi�MQLOE
JOINT FhLfR
E FULL -DEPTH
EXPANSION JDrnrr
PUBLIC WORKS CEMENT CONCRETE �"'��. FyA�+i — 10
EPARTbfEN'Ti' SIDEWALKr - 21
at Ij ...
r
For other referenced COTES see
STD PLAN 14.2.
Paved surfaces rT7usl Cpm* with
STD PLAN 102.1 as appWrzWe,
CEMENT CONCRETE SIDEWALK
0
a�
Ij
B RA B�I
A
MP DETECTABLE WARNING PATTERN AREA
SHALL BE YELLOW, IN COMPLIANCE WITH
WSDOT STANDARD SPEC. 8-14.3(3)
O
�B MIN I MAX
OO A 1 5/8" 2 3/8"
co
1 [NCATE
NOT TO SCALE
Know what's below.
Call before you dig.
B 5/8 1 1/2
C 7/1 6" 3/4"
D 7/8" 11 7/1 6"
D DOMES
T A C O M A S E A T T L E
S P O K A N E T R I- C I T I E S
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
n W k 1 Yr.i
`EXISMNG ASPHALT
PAVEMENT
SAWCUT
(SEE NOTE )
FZTTRIAI STRFFT MINIM
7" HMA (or ACP Claw B)
(SEE DOTE 1), OVER
6" CRUSHED ROCIC 3
RESIDENT?AL STREET MrR11,+11LIM
4" HMA (or ACP Ctoss B)
(SE-E NOTE 1). OVER
d" CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER
. SAWCUT SHALL BE QOSITIDNED 1' -- I)'• 2EYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT "THE GUTTER FACE_ SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS,
�I
I
_ t
+ + PUBLIC WORKS
DEPARTMENT
CURB AND GUTTER
REPLACEMENT DETAIL.
CURB AND GUTTER REPLACEMENT
NEW CURB
& GUTTER
� SfD. PLAN - 108
APPROYgD:
CEUM
CQMCFIIa`M
1--EWALA
1, When a driv way w+ft exo*W& 15 foW, o i vi a full dop i-
ax elan JolntwRtl 3!8' jolrlt11M r r dF y iana linen
(600 std. plan 1104. cohmct expa W ypintc p"lai whh tht
iorlter'ilno es MquIfed el 15, rnWxkMUM M)M*V VOW *tVOWNY
wldtho exioced V.
2. Ste W . plan 102 Fr;alr rld c doWlls.
3. Curb and U-jUer shovm, o hw Jib 4$:gI tnaY be spod Ma+d.
Sea std. pton 101 }elf curb Won5.
4 Not used
5. The eraglnner w111 dlmlgn 1vl driveways to IWtWe ele• tlar s at4
points merged with "mW "X'. All a1 team we at the bm* of
curb top on upbL side.
� N�rC lJrae�d
For Drive ay YY&ft we U RNrE1 AY STANDARDS
(Bee NOTE 10). The expemon jokft (see s4 plan IM shall he
spaced as Shcwn In the Cart bponWng Ieonwillic +law.
S. Slopot rl•Iel11 oamply with oeo5ms F 12.1 or Ft.303.2.2 or
F=22 of the Rcriscd Urfl Chtdotinsa t~or Awmible Nb1:c
R*u-array of -Novo=1hcir 23, ?X5 {R' OWAD).
S_ Curb mt rme br any Type CrMIAX Drhrsrray rrlay bn approved on
a owmknNe bash.
10. STMET STANDARM a lRsntora MuNclpaI Low PWQ
TWe IV Dnekvmern RIB 4ors
CHAM R 6 SMEET +!.flip kFi Uff STAN DAFCMS
DFtrVEWAY STAN DAWS z Itenton Iuwnlc4ml Cblft JRMLJ
7We IV DevelopmeM Rqp4afimn
CHAPTER 4
UTY'V6IDr, PROPEWN DEVnDPMIENT STANDARDS
5edlon 4-4 = PARKING, WADING AND ORNTWA10
fLEGULATIW
IAA PiT C,0%ICRF'!F.
CUM 6 QUITTER
(SEE NorE 31
r �.Ci Gi
are rWIFFIFLIM tz Mta € tA&
Coft77M,MC7,-a1r
It1`d FLAI#'� � Wr
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Ur
W71Tf. r.WV ,"YIU01MXTWD1h^ IFS
a014171111 MAw ee f%LL Ca"I'l
aEPHL-ssL-1 f4iiwoLrm CIS& our TER DuAx
FACE OF AEUA 'F_NT CURB
SMACE
I
■ � • i
P
} - -
DEPIt6,iR1311 DE7NL
AT RE,&VENT1AL 09 COWA15RCM [W1YIEWAYS, A]' O II]. M
Ddvaway Emrnplo; TYPE C10
lit
R--g00kWtW CACbWMrC*I
I -.A LihM O ieQ
E�-6611W f%f t n Sapp) 1rr 17ENG $odor
(0�i0n* PUBUC IYORKS CEMENT CONCRETE DIU IET
E F-PARTMEN7 ENTRANCES - NOTES AND DIETAIL S
CEMENT CONCRETE DRIVEWAY
ENTRANCE NOTES AND DETAILS
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R-438836