HomeMy WebLinkAboutR-398823NE 1/4OFS32, T23 N, R5 E, W.M.
0o
co
co
I
0
W
PAVEMENT NOTES
1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS.
2. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR
SUBBASE PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECTS SPECIFICATIONS.
3. FOR PREPARATION OF PAVEMENT SUBGRADE, FILL PLACED WITHIN 12 INCHES OF FINISHED
SUBGRADE ELEVATION IN FILL AREAS AND AT LEAST THE UPPER 8 INCHES OF SUBGRADE IN
ALL AREAS TO BE PAVED SHOULD BE COMPACTED TO AT LEAST 98% OF THE MATERIAL'S
MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698). FILL PLACED BELOW THIS LEVEL
SHOULD BE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY.
4. AFTER PROOFROLLING WITH A LOADED TANDEM AXLE DUMP TRUCK AND REPAIRING DEEP
SUBGRADE DEFICIENCIES, THE ENTIRE SUBGRADE SHOULD BE SCARIFIED TO A DEPTH OF 12
INCHES AND UNIFORMLY COMPACTED TO AT LEAST 98% OF STANDARD PROCTOR.
5. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION
9-03.9(3), OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
6. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 9-02.1(4) OF
THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE
SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1,000 POUNDS, AND THE SURFACE COURSE
SHOULD BE COMPACTED TO A MINIMUM OF 97% MARSHALL DENSITY (ASTM SPECIFICATION D
1559).
7. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH
AIR -ENTRAINED CONCRETE FOR PAVEMENT SECTIONS 9-03.1 OF THE WSDOT STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL BE DESIGNED
TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A 4-INCH
MAXIMUM SLUMP AND 5 TO 7% ENTRAINED AIR.
8. CONTRACTOR SHALL PROVIDE A PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB
CONTACTS ASPHALT.
9. PROOFROLLING SHOULD BE USED TO EVALUATE PAVEMENT SUBGRADE.
10. THE RECOMMENDED PAVEMENT SECTIONS ARE BASED ON THE ASSUMPTION THAT THE SUBGRADE
CONSISTS OF UNDISTURBED SOIL OR STRUCTURAL FILL AND THAT THE PAVEMENT WILL BE
CONSTRUCTED DURING THE DRY SUMMER MONTHS.
F ACE OF CURS
51 F1•
fir.
r� Top OF
r
• a Ex`' .- Ire A. ROADWAY
w a • � �
CLMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
-8 i+3.---• FLUSH wires GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
T: 12 1;2C
ti TOP OF
r la-R, ROADWAY
6:
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
CEMENT C:."1wkE T�
Sit• R. "j }-R SIDEWALK RAMP
ll CR LANDA'IG
VARIES
FRum F- ,
5'TOa i r
_ TrFREMOLDEV
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDLNGS
FAG£ OF ADJACENT CURB
- 6 1:2'�
SEE DEPRESSED CURB DETAIL THIS SHEET
TOP OF
V2. R, ROADWAY
7
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN tD4.2
FACE 4F CURE
I �
4sirr f
51J2rt, r
VT R.
FACE OF ADJACENT CURB I I
� TaPOF
ROADWAY
GUTTER SURFACE - Y
t
1' R.
•y VR a CEMENT CONCRETE
? ` e
'• • ' TRAPFiC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AMC) ALLEYS
GENERAL NOTES'
1. See 1Plandard purls 102 and 101 1 for curb i:Kparebiw and mrtrac,,on ialn, spa&g.
2. Mai used.
3. For Depressed MofwNibr Drlaewsy Curt b Gutter SecWn, See Standard Plan 154.2
W
In
W , PUBLIC WORKS
_ DEPAfiWENT
00
m
00
f\
z
W
2
D_
0
4
`1
2
z
z
W
m
/
0
z
W
z D
C /
z Q
0
N
1505 Westlake Ave. N.
Lj
Suite 305
W Seattle, WA 98109
CEMENT CONCRETE CURBS
CEMENT CONCRETE CURBS SECTION
T (206) 522-9510
F (206)522-8344
WWW. PAcLAND.COM
N TS
c�xr
810EwAl3i
".5" ASPHALT: 1/2-INCH AGGREGATE
IX PER 2012 WSDOT 9-03.8(6),
G58-22 OR PG 64-22 BINDER PER
012 WSDOT 9-02.1(4)
4" CRUSHED AGGREGATE
BASE COURSE PER 2012
WSDOT 9-03.9(3)
12" COMPACTED SUITABLE
MATERIAL OR STRUCTURAL FILL.
UNSUITABLE NATIVE MATERIAL
SHALL BE OVEREXCAVATED AND
REPLACED. SUBGRADE SHALL BE
PREPARED IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS TO
ACHIEVE 95% OF MAXIMUM DRY
DENSITY (ASTM D1557)
ASPHALT PAVEMENT SECTION
N TS
�r
t)E, -0 A1ONOUT4C
CILM a GUTTER
(SEEDETAL 7455iIF II
TYPE C2G - ISOMETRIC VIEW
(COAAMERCUIL, WITH BUFFER)
CEMENT CONCRETE
CUM a a U1iER
ME NOTE 3)
NOTES
1.
When a driveway width exceeds 15 feet, construct a fuli de sh
expansion jaint with 310' Jolnt filler along the driveway Lena llnas
rAwOrcum
(sea rLd. plan 102). Consbvdt expansion Idnts parallel with the
: : - - SU..CEFRMIED04MDETA11
cerrWeris as roquirad Tat TT mxi amum spacing when driveway
C9rML%CT1oN J4iNt °
ON THIS sH=
Widths Exceed $1y.
ISTD PLAH,n2 silt
r
- 1JYR Twor
2.
Sea std. plan 102 forsldewalk details.
�` -- -
+-
'f RoanwAY
7'1 J
3.
Curb and gAer shown, other curb designs may be specified.
Sae atd. plan 101 far curt} details.wI
4.
Not used.a
-S
5,
The englnow wlII deel gn siI driveways to Include elevatons ai all
NaTE 0RaVfEWAr;J0WnDLRftEWANFAI3N
points marked with symbol "X". All elevations are alt the back of
JCIWI15 MVkLL IW r_U L DEFYH
f#EPr 9SED MONOLITHIC CURS $ GUTTERDETAJL
curb top an uphill side.
8_ Not used.
T. FarD vaway Wi&M see DRIVEWAY STMDARaS
(Sea NOTE 14), The errp;w mart joints (see atd. plan 102) shall be
spaced Eta shown In the earreapor ding lsameut view.
S. Slopes shall comply wlih Bectlons R303.2.1 or R303.2.2 or x - PACE Or AWAGENT CUFM
R30323 of the Revised DrafL GLddaHnes for Accessiblonbl1c s_
Rights -of --Way LTFNovcmbex 23, 2005 (PROWAG).
9. Curb returns for any Type C-MAT( Ddveti ay may be approved on {r
8 case -by -case basA. T y r R CiifTiER St7F7FACE
I a r r
10. MEET STANDARDS ,L Menton Mumc€pal Cade #RMCj
Title IN 13mmlopment RegulaU= p v .
CKA" R 6 STREET AND UTILITY STANDAADS
SElctlon 4-643M MEET STAN DARDS
DEMESSED CURB DETAIL
AT MM(MHTIAL OR CAWIIEACIAL DRIVEWAYS. AND ALLEYS
DRIVEWAY STANDARDS - Kunlun Municipal Code (RMC)
Title IV De"loprMent Regulations DTiveway xamGsle. TYPE C 1 3
I 1
CHAFFER R-Rerldenta. C=ComamrC*
CITY-WIDE PROPERTY DCV ELOPMENT STANDARDS r'JLUTIber of Luis.
Seddon 44•090 PARKING, LOADING AND DRNEWAY {rrtAlc-4 Lis nsCorrvRrrnlaq
REGULATIONS �t W�p). 91�nksFJ4t3L,iter - -
4" PORTLAND CEMENT CONCRETE
(4000 PSI COMPRESSIVE STRENGTH
PER WSDOT STD SPEC 9-03.1)
3" CRUSHED ROCK BASE
COURSE
va °d (WSDOT STD SPEC 9-03.9(3))
12" COMPACTED SUITABLE
MATERIAL OR STRUCTURAL FILL.
UNSUITABLE NATIVE MATERIAL
SHALL BE OVEREXCAVATED AND
REPLACED. SUBGRADE SHALL BE
PREPARED IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS TO
ACHIEVE 95% OF MAXIMUM DRY
DENSITY (ASTM D1557)
NOTES:
1. CONCRETE SHALL BE FIBER REINFORCED, AIR ENTRAINED, WITH
A MINIMUM MODULUS OF RUPTURE (Mr) OF 600 PSI, A 4000
PSI 28 DAY STRENGTH, AND A 15-FOOT MAXIMUM JOINT
SPACING
CEMENT CONCRETE SIDEWALK (ON -SITE)
N TS
5AEWALN RAI.1Pa;
9'MMI ,� V!•RlE i5EE N01E 7r _ fr Lrim,
I a LF OF pa"
ONryEw,av RE9W,F�
3,1- E%PA NSIOHI JOINT Mfl.i Si• EIL W W SIDR AOlki ITrP r
ISEE LTD PLAN 1Ga �h, �t$EE $rk �Lr,N+oAI
1DehAL3t
9Le�h'E7TT
09VVA TE
I3
I�
WY9,fIL'CTYiN JCiAP ��
13EE NOTE r CL1ErliCLx3Gi8
trv_ya y4,e11 42H IV J g PJA° L UJTTM-r
SLOPE .1 ism NOTE it
1191 DO!{TAACTid� JIC,rVr jT,rP ]
Tall 3m PL1BJ PLAN VIEW
FOR PLANTER WIDTHS GREATER THAN 0 &NOW SEE NOTE e� Ir aL SIM°JLRI
5 FEET, THE SIDEWALK SHALL NOT BE
DEPRESSED AT THE DRIVEWAY. I� {,ri IANL EEE NOrfEIT•g
I:erurlr oor¢cAtr[
`�- 31pEVrALw ._ 1LA'fIw+TLSIOrI JOIf•n�*.I
SECTION {W 80EWA�K WIG�H
14% M1ff F ENI E IN S.'*K MAF - �� r
r--41K4Y/k4w: r{.+rL1E !LOPE is: DF-_ JIC M[ EYAGOElrAT6-H .pr ,v : L
! • T]Rl-JFX'AY f TQ (YIr1.
ON
DeIL'k1YRr Yrr A�L9L,kTTF#
i tD� PLII3LJC IfORKS CEMENT CONCRETE DRIVEWAY SM. PLAN LID42 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
PH
DEPARTMENT' ENTRANCES - NOTES AND DETAILS DEPARTMENT ENTRANCE - TYPES C•iB, C2B,
¢min sl.itleF �" C3B, and C-MAXB (WITH BUFI"EF
} T:
CEMENT CONCRETE DRIVEWAY -TYPE C2B (MODIFIED)
N TS
cj A A
c c�'
SURVEYED:
WRH
DESIGNED:
LRR
A 48855 DRAWN:
�10 ��GCMD
i STEg�� ly��
�SSI ANAL F��1 CHECKED:
WFF
NO. REVISION BY DATE APPR APPRovED:
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
For NOTES see STD: PLAN 104.2
SM. PLAN - 104.4
VERTICAL: NAVD 19M
HORIZONTAL NAD 1983/1991
DATUM
5" PORTLAND CEMENT CONCRETE
(4000 PSI COMPRESSIVE STRENGTH
PER WSDOT STD SPEC 9-03.1)
6" CRUSHED ROCK BASE COURSE
(WSDOT STD SPEC 9-03.9(3))
12" COMPACTED SUITABLE MATERIAL OR
STRUCTURAL FILL. UNSUITABLE NATIVE
MATERIAL SHALL BE OVEREXCAVATED
AND REPLACED. SUBGRADE SHALL BE
PREPARED IN ACCORDANCE WITH THE
PROJECT SPECIFICATIONS TO ACHIEVE
95% OF MAXIMUM DRY DENSITY (ASTM
D1557)
NOTES:
1. CONCRETE SHALL BE FIBER REINFORCED, AIR ENTRAINED, WITH
A MINIMUM MODULUS OF RUPTURE (Mr) OF 600 PSI, A 4000
PSI 28 DAY STRENGTH, AND A 15-FOOT MAXIMUM JOINT
SPACING
� STANDARD CONCRETE PAVEMENT SECTION
%
N TS
s9E€corrTRAG11
�.-d_ I._D.
Rau. UIdIC ��`•
S'7'UNl R. rnw.€
CUM NOT INCLUDED IN BTDITEh1-
w:r.L�
1 Ii
S•
SEEfWSEDEDGE
ll ONIPRENIDLCED
,'-p'
WDEWAIN
DETAIL -Tr119 SKEET
jV1W FR.L@R
ALLCU{off]
NhN.
{SEE CONTRALTI
a LOP°i
t,�'
Im+r R. g1YP'1
WITH RAISED EDGE
` 1 5A
NOT IHCLLTDECI IN arO rT:M -
sri L,k�
b'8- Ir", PREM11"'M
FPNSHED GRADE V tIN 15ETr3
JOINT FaER
TOP OF COrdCREFE SJRFACE
2 -L
Sr0[wAL K
ADJACENT TO CURB
-AN
LSEE QDNTRAU_n
1M'IW FI 1TYPi
R• �L�r r: ml,: CURB WYINCLUDED N Em Fro-i -
�' , 5
_3
sRmaE rs1 anIESYR,rLN k • am ON)
pNW FaIER .•3 WALL 6R BARRIER
RAKJNG JWN1 FrL1ER
ADJACENT TO CURB
GAMIER -SEE SIDFWALK {S1EEP FY.L SL0PE57
coFrrRAcr PIJSA� see cnri, RJLC wJs E ax MsR1iIER
CURET NIT INL'AUtWD IN BID gCIA - S'dE+•euK
�� • f 55r
_i• --- _"* .y trr I A.vER1iCAi YJALL- Le' IIht1 PREMOLOED
55E DETAL 700N7 ER FLIIT'IP.I , * • iA
ADJACENT TO CURS AND RAILING OR WAIL 33' NNJ PREF40L0E0
JOIATY FILLER
y1PEVr'ALK BLJFFERS*RIP
ISEi: CONTgAL--TI 15a NOTE IV1
1 rZ' IINI R- SIDEWALK ADJAC F NT TO WALL DETAIL
CURS NCR MCLu 1ED IH IND rrLM -
r,��F • r �. LEVEL VY
I •r 1rnrN.
FINISLWI 11 GRADE 1'{IN}ReLovy TOP OF -cow T
5u4T,ACE roA PLAFfnNG - PLUSH IF PXI+Ed F ,'t • 4
• r ...
ADJACENT TO BUFFER 5'rR€P J' • �• � I'+I a +• ► • • ' ` �
aFlooniEOFINISH • r ��
A-WIOE 5MGU7H
�• - .` TROwELEO PERIµET'{R RAISED EODE DETAIL
t • �r EXIfN❑ SMUMLK TRANSVERME
JO:N75 TD INCLUDE RAME7 SDGE
At CEAIEW CC4%C9ETE CURB
IWFm AxDGLfIN FISHOWN.
-' NO' INCLUDED MJ e10 rTld
. . s for NOTES sae STO PLAN 104.2.
Paved surfaces must comply with
.. , STD PLAN 102.1 as applk-abla
aNL- 1d-Tv 114
CIMDEWAI6N LY
" ow
IN 31oEWALK ONLY
�'AN.9,ON JOIRf IN MOTH 'E l'r-1 .E•J •�
GJRS AND SIEHcWALK �; SEE STO Pi►JI 1411• F • I•R O •� F:
f.
JOW AND FINSH JOINT
DETA 1L
,E EXPANSION JOINT C GDf+fTRAETlON JOII,IT
SM. PLAN - 102
+I * PUBLIC WORKS CEMENT CQFICRETE )I'R4 'E1?
IMPARTMENT SIDEWALK
CEMENT CONCRETE SIDEWALK (OFF -SITE)
ENGINEER'S RECORD
DRAWING CERTIFICATION
SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S
RECORD DRAWING CERTIFICATION NOTE
CITY OF
3;0 RENTON
Planning/Building/Public Works Dept.
N TS
R-398823
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON DENTAL ARTS
17816 108TH AVE SE
RECORD DRAWINGS
PAVING AND SITE DETAILS
U
0000
N
O
O
I
T
Q
D
J
T
LL
W
Q
J
I-
Z
LLJ
DATE: Q
04/12/2019
FIELDBOOK: z
PAGE: O
DRAWING N0: I-
C-8.0 IZ
SHEET: OF: W
23 27