HomeMy WebLinkAboutR-425015CONSTRUCTION DETAILS
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� FOR
o CHICK=PIL=A RENTON
� SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
� CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
W
OT USED
NOT TO SCALE
CURB
1 GRADE ° 4
16 1
co a a
18"
ASPHALT
PAVEMENT
nCURB OPENING
NOT TO SCALE
FACE OF CURB
5 1fZ' 1'
I"R. 124
i + TLTP OF
Ip lirk ROAMAY
� t
E
®E
1'•e"
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
-$ 10�+ FLUSH WITH GUTTER
PAN AT SICIEWALK
RAMPEN RANCE
1;12 1 24
T OP OF
,rr R ROAdVYAY
7
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
• ".ua'
1P
JGr rr FUGR
E FULL -DEPTH
EXPANSION JOINT
_ 6" CEMENT CONCRETE
1- R. SIDEWALK RAMP
VARIES OR LANDING
FROM i
6'Too
a•
3 r PREMOCIDED
JOrFIT FILLER
CEMENT CONCRETE
PEDESTRIAN CURS
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
SEE DEPRESSED CURB DETAIL THIS SHED
1;p4
TOP OF
1 T 1• 112•R. ROADWAY
T"
i
1
DEPRESSED CURB SECTION
AT REJDENTVIL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SE E STD PLAN IOA.2
FACE OF CURB
FACE OF ADJACENT CURB
GLITTER SURFACE
4 11 -
8IrZ I-
107' R. 1 • R.
i +
m TOP OF
FtOADWAY
Y r
l _ a,Ia• _
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT REST DENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES.
1 See arandare plans 102 ens 101.1 hx curb expansion arm conrracnon Joint speang.
7 famaTeiif, lane saWl Le Iun depV,. 3i5• in.T p.e.•nlded pry: Auer
3 For Depressed MwwKnx 'Jrraer-ay CJ7 a Guaw Seas . nee S1ard&-d Fyn 1CA 2
i oa, -
PUBLIC' WORK. CEMENT CONCRETE CURBS srn. purl
DEPARTMENT
CITY OF RENTON CURB DETAIL
NOT TO SCALE
6" WIDE STEEL
TROWEL FINISH
3'
(3) #4 CONTRACTOR TO SET
REBAR ON DOBIES PRIOR TO POUR o0 0
O8
FLOWLINE OF CONCRETE SWALE10�°-w
1.5' I 1.5'
C5
1
0
D p
MIN M{INgLumsSmE -
VNINIMILaoTun E.ft
TREE NOTE R
I6EE ra01E 17
Ie
LF 6F PA4Ea
r
ol,rvEwar REdrilEO -
ar>Elvr•ani.vowTRy.,
waE>un E,.. ae
I
j ou1oETE
L 1
SEE 10TE 1�
SI
r
BEE ROTE r - ClaCUF a MUT
•4AP WITH rgrTP-
curr 1 e111TE11 ..
eaa•e rTrp.i - IsEEMm Tl
k• GaN r0.ECTIOk Jp•!i R1'F.I
qs E5Tu I% — I I PLAN VIEW
[TYPE [] SROM CI aC14 C-box SSILArq
rsu NOTE
wrs
ITS RorE rr wa• r.s. sEs.oTc . n'wrs
i T.
caecrrr coraeAE rg
- e1IF,Y.,r., EIIrrNlioN mrTlrwa
SECTION W O rsrs are.suN ISh
APL W.W X!Clral
IIn ORi FREMGE f19l GPF LLI.Y ,1YXl1Y►.I
cw+Ew•
E.
_ pRNEHNY,IV fINE 9L �f 1910PE BHONRI rxwcERa[E9I I eX
in _
b L CPNEWAY tr Mr+•
rE :u•E- —
oEt.ala
IL secKw D
cCWNT
c n
iS5UEREP6 GVTFER
E1E
RIOrT; 31
TYPE C2 - ISOMETRC VIEW
r� NOTES a•• S-n. PtAN ,DE -a
s�rn . PLAN - io4
11� PUBLIC WORKS CEMENT CONCRETE DRIVEWAY Sm I'I'G:
DEPARTMENT ENTRANCE - TYPES C1, C2, Z�
C3, and C-MAX
SLOPE PER PLAN
SEE PAVEMENT EDGE
DETAIL 21A/C4.2 (TYP)
-� T
u0� 10 HICK 4000 PSI
°off ,fig ° COMPRESSIVE STRENGTH
Do ° C CONCRETE
MIX PER SPECIFICATION.
SUBBASE 4" AGGREGATE BASE COURSE
SEE NOTE #1 SEE NOTE #1.
CEMENT CONCRETE SWALE
NOT TO SCALE
NOTE:
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
2. MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 4"
AGGREGATE BASE
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
N0.
REVISION
CEMENT
iDH�J�1L-TE
VE"ALK _�. ! 9
NOTES
1 When a driveway w4ri asuaeds 15 Fee; oon4"c: a full depth
oca a 0040111"c
L t/16 / flLn7Ei
NEEOETAA T1ISWIFEn
TYPE CM - ISOf, MIC VIEW
(COlI M ERMAI.. WITH BUFFER)
cEMCNIT COWMFTF
OJW IL SitrMM
[8EE NOTE 31
axpensl on jdnt wph'JfE• joint doer Wwq the dhyvAW lone linen
rwx Cr ally
(Soo VW plan JM_ CorlMfA mrpanaion j0n4S pars lei whth !}tc
Is.e. aLRraE n,eA �crXA
mmAarsim rKulred at IF maximumapa: rn2 when erveway
cirTRACT•ar/,orn E,r- oNn•aT
width a dxceed 37
2 Sac sad, piers }R2 for aldewsTk dalalla
3. Curb and gaw shown, other wrt da&lgris n:ey 4e sped fied.
��-
Soo aw. plan 101 for curb dotetlR
s?
4 Not used
i -I
S. The snglneer w1N deslgn all driveways to Indudeeievedansatell
same IIIaHe*%, y}a applaayL♦!y►AIeEON
points marked with symbol •X". All eievrwns are opt the hack of
XmTawwL1elLLLIa'PTK
gEFNt159 EDMONOLSIHFC CUMi Ot 7LR 00AIL
curb top on uphill aide.
6 Not, used
T For Odwaymy Wld:hs am DRIVEWAY STANDARDS
(See NOTE 10). The axpwisw joints (eae s'� On 502) shall be
spsoed as shown In tha corms par -d'.r1p ilrJrwfle wire-
8
Slopes shall comply with uovians R303-2.1 or F-IM-2-2 Cr
FACE 6f ADaACXNT CU-M
12343.2.3 of the lkcv6nd Dmft Guidelines r❑r Accessible Public
- 1'
Rigtts� r-way GFNov ®}sa21,200i {PROWAt3}.
T
S. GuTb return for any Ty pa C•MAX ❑ fteway may be apprm an
8 caaa•iyy�caaa basis
�. N
' - ' -- OU11MR SURFACE
10. STREET STANDARDS-AtntonMun3npafCode [9MCI
idle IV D"vyment RgLgnons
.
CHAPTE R 6 STR EET AN R U-PUTY STAR DARMS
Seaton -t-&MSTHEETSTAmDARDS
DEPRESSED CURB DETAIL
A T RES @E IYI IN- OR CONACACW DR! VEWAYS, AN D ALLEY S
DRIVEWAY STANDARDS • Renton IwurdcW] Code {RMC)
ThlI! lV DevetoprrN:M Reg%A6*rm
_ _
Drive�wsy Example, TYPE CIS
I f
CHAPTER 4
r
Ramat O-Cw1valwam
CITY-YYIDE PROPERTY DEVELOPMENT STANDARDS
F*Xrd raftwr .
SedbA4.4-W PARKING, LOADING AND rDANEWAY
{uAx_`L " '7
REGULATIONS
11-bu lr (FlanIltp sral a s—No ewer
pUBI.IC ITOR:: CLEMENT CONCRETE DRIVEWAY SM. FLAX - 104.2
rEAA:Z'l•1+( NI ENTRANCES - NOTES AND DETAILS
CITY OF RENTON DRIVEWAY
DETAIL (3)
NOT TO SCALE
REFUSE ENCLOSURE PLAN NOTES: PROPERTY LINE N
1. SEE SITE PLAN FOR LAYOUT OF CONC.
LOADING PAD.
2. SEE GRADING PLAN FOR ELEVATIONS ON
DUMPSTER PAD & DRAINAGE OF INTERIOR
TRASH ENCLOSURE. a
3. PROVIDE POSITIVE DRAINAGE ON
APPROACH PAD AWAY FROM DUMPSTER.
-P
4 SEE ARCHITECTURAL PLANS FOR
ADDITIONAL DETAILS ON ENCLOSURE;
COORDINATE & VERIFY SIZE WITH ARCHITECT p
& STRUCTURAL ENGINEER.
0
5. GENERAL CONTRACTOR SHALL DRILL HOLES �� 5
FOR GATE PINS IN BOTH THE OPEN & CLOSED
POSITION.
SCREENED REFUSE ENCLOSURE
NOT TO SCALE
SURVEYED: RLH
DESIGNED: ADB
DRAWN: MMM
CHECKED: is
BY DATE APPR APPROVED: ADB
SCALE:
/ VERTICAL: NAVD 1988
83/1 •
N A HORIZONTAL: NAD 1953/1991 CITY OF
I
RENTON
VR
I ONE INCH Nxil
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
e�,RERRaran�ctLswcwuRX.ARrs _
1 LaE, __ vaAIES_RE[ ItlTC.'_ 8 ,li
v EF or /AAM
flX1fV'�1YAY -�- 1
f.R'(wrAa�yLQ,l loefr (T'iT l �.. , I-dPawc.XJO hT r+vi
.�[ fro n.Rw la r err C•[I HI sr •';.
L
GEl'LHT
ratlleTE
� f
_. ~ Lp,STE1_CTiON h?ITrTr �1, � .
IawEi wesN,aa n i ��Tc ,
7.1' COWRACMN ANT M" t
leeE sro "I IN: PLAN NEW
ITYPE CS SHOWN C+ 1 C] A CAM SIVlI_AAI
MEE NOTE 9.
ikti'T1 - ■ n xaa r:1 W" ■ r—
rr��.�:? T olvTssswcwyaw'rtll
awn. caa,e.a•e a, rl rr wK WE WTaa �
iCERMR ! 4 rlwj
_ SFCTxxi i c w.x . rrr Iaw.,r rnmN
S>r'rrRria - '�
IT4aarlwlTrewLvalNiA� � `l .• ._..
•eXaiw•ra,�MN:I.k earl,R.orE v.a.I EfarroERR•ru�_ _��� ,ah Mrs
r R
ew.T rR �rft
alealrl LyMOLAFTT,p � Fr-�
For NOTES sea STU PLAN 104.2
{ srn. PLAN - 144.4
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY I' ST ED
DEPARTMENT ENTRANCE - TYPES C18, C26,
j y C30, and C-MAXB (WITH BUFFER)
0 Know what's below.
p Call before you dig.
1 Dial 811
[R-425015
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yq i 12/05/2023
CONSTRUCTION DETAILS
f7 > FOR
CHICK-FIL-A RENTON
® 375 RAINIER AVE S RENTON, WA 98055
-9_ STORE NO.:04249
DATE:
03/29/2023
FIELDBOOK:
PAGE:
DRAWING
CN0:
10.3
SHEET: 18 OF: 20
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