HomeMy WebLinkAboutR-393033CD
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CEMENT DEPRESSED MONOLITHIC
CONCRETE - CURB & GUTTER
SIDEWALK �.. (SEE DETAIL TtRSSHEET)
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TYPE C2B -ISOMETRIC VIEW
(COMMERCIA , WITH BUFFER)
NOTES
1. When a driveway width exceeds 15 feet, construct a full depth
expansion Joint with 3/81 joint filler along the driveway lane lines FACE OF CURB
(see Sid, plan 102). Construct expansion joints parallel with the SEE _CJ SEE DEPRESSED CURB DETAIL
centerilne as required at 15' maximum spacing when driveway CONTRACTION JOINT 81rr ON THIS SHEET
widths exceed 30'. STa 1102 I , s 1/7 r -
i I 1!2•R. TOPOF
ROADWAY
2. See std. plan 102 for sidewalk details.
3. Curb and gutter shown, other curb designs may be specified.
See aid. plan 101 for curb details. III � I I ,� G 70
III 11
4. Not used. �-
5, The engineer will design all driveways to include elevatlons at all NOTE DRIVEWAY LONGITUDINAL EXPANSION
points marked with symbol "i All elevations are at the back of JOINTS BfMLL BE FULL DEPTH
Curb top on uphill side. DEPRESSED MONOLITHIC CURB 8 GUTTER DETAIL
6. Not used.
7. For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10). The expansion joints (see std. plan 102) shall be
spaced as shown in the corresponding Isometric view.
8. Slopes shall comply with seaWns R303.2.1 or R303.2.2 or FACE OF ADJACENT CURB
R3032.3 of the Revised DmIlt-Al uidelines for Accessible Public 1
Rights-af-Wayof November23,2005 (PROWAG). r �i
9. Curb returns for any Type C-MAX Driveway be aPPravisid6h
FitsURFacEa case -by -case basis. ,
10. STREET STANDARDS = Renton Municipal Cade (Rt 1' R
Title IV Development Regulations
CHAPTER 6STREET AND UTILITY STANDARDS
Section 4-6-060STREET STANDARDS DEPRESSED CURB DETAIL
AT'RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS ='Renton Municipal Code (RMC)
Title IV Development Regulations Driveway Example: TYPE C1 B
CHAPTER 4 R=Reelaen tal C=CommcrcW
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS II Number Of Lanes,
Section 4-4-M PARKING, LOADING AND DRIVEWAY ^ (Mi Lane Cortrmerdaq `
REGULATIONS B-Buffer (Plan inp Strip), Blsnk=to Buffer
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PUBLIC IYORKS VEMENT PQNCRETE DRIVEWAY 37D. PLAN 104.2PROS D:
'` DEPARTMENTE 713ANCA 1 Ii OPTES AND DETAILS dyhy
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CEMENT CONCRETE DRIVEWAY ENTRANCES
NOTES AND DETAILS (COR STD. PLAN 104.2)
NOT TO SCALE
CEMENT CONCRETE FLOOR SLAB.
SEE STRUCTURAL PLANS.
VAPOR BARRIER
� CAPILLARY BREAK
a �
a a a
a a
a a
00 O 00 00 00 0 0 0
O O O O O O 0 �O 0 CO O O 4"
O O O O O O O
FLOOR SLAB SUPPORT
NOT TO SCALE
AS -BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA71ONaFTHISDOOIYENrSHALL NVAlIDA1ETIE
ES9 PROF0NAL SEAL AND SNNATURE PUBLICATION OF
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOCI11E11TDOES NOT DEROGATEFROM RESERVED
OIMERSIIP WO IN ff. THIS DOCUIENT IS FOR USE
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY �YFOR THE PNoIEcrIDENTIREONTHE nTLEB_oac
AND IS NOT TO BE USED FOR REPAN, REMODEL OR
DIn
DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADoNTOTHAT IPRo.ECTaRFOR ANY OTHERPROJECT.
W
a
COMPACTED BASE
> o J �� by � of wasgr�
-•u _ 'fir
��� �EGISTERY�
SSIONAL
II SbITRTA(RICLUDES SIDEWALK RAIAPS -
IVAR ES SEE_NOTE 7) , iR'TDTt Ml
6 MIN
(SEE NOTE 8) I
I
10 LF CIFPAVED -
DRIVEWAYRECUIRED
38EXPANStO11JDINi(TYPJ i ,.I. CEIAENI
(aEES P)A.N 1221 G j CO-RETE
h'I I SIDEWALK
kw
� i � IiEE°i101E:-S
oN I
�1
nI
i CCN TRUCTION JOINT
SEE NOTE Bi - CEIACUR88 GU17[*RI"�)r
RAI.Ia WITH 12M 1V
SLOPE (TYP.) ,SEE NDTE8�1
38' CONTRA N
(SEE S7D PLUNhJ
), PLANVIEW
�S6E&,N6TE1D)"".-i91%11 SEE NOTE 81TYPI
i
L - IMIN
CEMENT CONCRETEI fi MIN ISEE NOTE 3CURB GUTTER
SIDEWALK 3B'E%PANSIAN JOINT(1YP;j ISEE NOTE 31
Q tnn toe,
_ �F7iPE�y,� F.8 ISEEsm.P(RtR $iu `1 f SID KWIDIN�
ECTI N
DIFFERENCE IN SLOPE I.VUf
A
RNEWA1 wr ` Imvw9.F,xAGCEgATEDI
8_ MIN
I I it
DRIVEWAY WI RELATIVE .a :. a -S .. SE ON
NEGATIVE SLOPE (SLOP 1
SNOWNE%AGGERATED)
•i. l
> CEMENT CONCRETE
CURB 8 GUTTER
(SEE NOTE 3)
h
ICE a
C DERETEI .."'I; . DEPRESS MONCJ,f�HI(��"
SIDEwAtk CURa JTMR
I ! 1 ETAIL STO'PUW'jW';Z)��
,4 I
TYPE R1B - ISOMETRIC VIEW
!tRESIQENT)A,}L, WITk��Qt1FFER(
For NOTES STD PLAN 104.2
e a+ PUBLIC WORKS „ V' PLAN - 104.3
CY
MENT G DRIVEWA ppR �'ED:
DEPARTMENT ENTRAI*O r l`�'YPE R'f Ri M Z
N2 nTE
Gregg Zimmerman, Public Works Administrator
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPE R1 B (COR STD. PLAN 104.3)
NOT TO SCALE
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3
2
T A C O M A - SEATTLE • SPOKANE •TRI-CITIES 1
2215 North 30th Street, Suite 300 Tacoma, WA 98403 N 0 •
19253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEE
RAMP REVISION
STORM DRAINAGE REVISIONS
CITY COMMENTS
ADDENDUM NO. 3
ADDENDUM NO. 1
REVISION
LANE LINE
MARKING 7'-81I
STANDARD VEHICLE WHEEL PATH
3'
4.5'
3'
MIN.
MIN.
MIN.
1'
1' ACP CLASS*
MIN.
MIN.
6" CRUSHED
2" CLASS 'B'
SURFACING TOP
COURSE
2" SAWCUT AND REMOVE
EDGE OF PAVEMENT, -
OR GRIND, SEAL WITH
AR4000W
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE
2.5'
MIN.
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
*MINIMUM ACP CLASS 'E' or 'B' SHALL BE:
PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - 6" ACP CLASS 'E' or 'B'.
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING PAVEMENT THICKNESS. FOR FLEXIBLE PAVEMENT
STY p ADOPTED
CITY OF RENTON
♦ J ♦
STANDARD PLANS
A TOE LST DATE: 02/05
02 2005 MODIFIED NOTES DCV DC
072ooa MODIFlED NOTES DATE REVISION DWG. NAME: H032 SP PAGE: H032
BY PPR'D
TYPICAL LONGITUDINAL PATCH AND
OVERLAY FOR FLEXIBLE PAVEMENT
(COR STD. PLAN H032)
NOT TO SCALE
WJF
2/22/1 8
WJF
SURVEYED:
SCALE:
D. FOLLANSBEE
AS SHOWN
WJF
12/13/17
WJF
DESIGNED:
G. TAUSCHECK
WJF
4/21/17
WJF
WJF
3/17/17
WJF
DROWN:
F. KATONA
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
WJF
3/1/1 7
WJF
CHECKED:
W. FIERST
BY
DATE
APPR
SCALE ACCORDINGLY
APPROVED:
S. COMFORT
W N MIN MIN' I MIN MIN
2" CLAS
*2" TO 6" C
OR CI
L 6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN MIN MIN MIN MIN
2" CLASS 'B'
CRUSHED ROCK, FLOWAEJI_L_ I ILL
OR AS REQUIRED BY ENGINEER
* FOR MINIMUM STANDARDS, SEE DWG# HR-05,
SP PAGE H032
OF CURB OR
OF PAVEMENT
;ENTER LINE OR
ANE LINE
S*
D SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
OtiZY p� ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 02/05
DWG. NAME: H032-1 SP PAGE: H032.1
TYPICAL TRANSVERSE PATCH FOR FLEXIBLE
PAVEMENT (COR STD. PLAN H032.1)
NOT TO SCALE
CONSTRUCTION RECORD DRAWINGS
VERTICAL:
ICA HORIZONTAL: HAD NA
ND, 196899r ��� U
CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICT
SURFACING NOTES AND
DETAILS III
05/04/2017
FIELDBOOK:
PAGE:
DRAWING NO:
C7.10
SHEET: OF:
40 43
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R-393033