HomeMy WebLinkAboutR-416624AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS
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VDEWALR DETAIL -THL99HE TYPICALIIZE'R CRU9rED"FACINGTOP COURSE (C3TCj
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gyp. r ALL CURB 8 flIITTERI
-- 1 FINtSHECI GRADE I -CIµ} BELQW
TOP OF CONCRETE StktFACE
r' Q SIDEWALK
ADJACENT TO CURB 1, 0• 1 D• MIN
ftctl Dt+'7G lrlr {NMI FL "I
] 0% } FOR CURB DETnf-s
_ 1 6% '•'• SEE STr7 PLAN 101
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BRIDGE Oft PFDE$TI;1A1t`;y�'' ~
RAJ MG SHT" •�
PDR GURO iIETNLS ADJACENT TO CURB
MRRlER -SEE BIDBWAUI SEE STD RAN lot C9TEEP FILL kopES7
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raNT f■JFR
ADJACENT TO CURB AND RAILING OR WALL (IF P
JCLNT FILLER
TREATHE DUFFER&4RIP
TREATMENTBIOEWALK SIDEWALK ADJACENT Tp wAI,L EIETAIL
a MEN
{SE: r; NQTT; pt9
SECTIONS 1rF {INN A.
TOR CURB DETAILS
* 1 sMrN. SEE UM PLAN 101 +
� � $ROOMED F1NL$F{
T OR M5Trff EX157Iwa
3 TROWEUT PER IWTER
FINISHED GRADE I" pR1 BELOW TCP OF CQNC RE M 9
SDRFACE FOR PLANTiRG - FLLl$H IF PAWED
jd•u �•"ir j �y CEMENTCONCRETE CURB
ADJACENT TO BUFFER STRIP �r ts` / \/•]' F OR �� R 940VA.1
DETAILS
SFi SRO PUW iil1
NOTES 1!B• TO 19`
1. rMt Net of ft sidewalk Width shalt f� F
F } . •
be e minhia knUm padesn � JOINT
accassmi9 rolL[P , "I�. he@ of yEJrti�l ` � r
th',r •�}•� �,.
MFWKK ONLY
aDd horizon>el obsVutllona- Ci1r�11rlgs, rt ��'� _ �: � Y • r
Accass Core. Juricbw Boxes, FULL -DEPTH F_7wAF19r0H JOIM UJ atlgTi
Capra Veulfa, Pull BDXec arld alher eTAR9 ANO S UEWrLIt (sE[ 17DIIA T ieLJI
aPRunenances wkhin Me sidewalk r ve C COlVFRl4C11QN JOINT
muss t>e IWIN with FUrlsDe, ane match �.'
grade of the skerraik.-f JOINT AND FINISH
`` •.., DETAIL '
3 MonohtWc. Cement Convene Curti and r �� `•
Sidewalk Is net permitted In n■w For Glher referenced NOTES See A * ' •+ � ,•
oansuuction, When "iKem■nt work •
necesellates a Mondlthlc STD PLAN 164.2.
Cierlapt '
Concrete Curb build per 4WSOOT PREM
Standard Plan F-34.1"1 JOINT FILLER
PaVtrd surtaces must comply with 3. CJOn[rete Le be 4.DDD PSI. STD PLAN 102.1 $s appiicable. E FULL -DEPTH
EXPANSION JOINT
w
• PU>3I,fC WORKS CEMENT CONCRETE M. PLAN 102
DEPARI'MENT SIDEWALK � C��1 � 17
,t
r v ' CEMENT CONCRETE
CURB & GUTTER
(SEE NOTE 3)
CEMENT � DEPRESSED MONOLFMIC
CONCRETE CURE & GUTTER
SIDEWALK w (SEE DETAIL THIS SHEET)
TYPE C26 - ISOMETRIC VIEW
(COMMERCIAL, WITH BUFFER)
FACE OF CURB
SEEQ SEE DEPRESSED CURB DETAIL
CONTRACTION JOINT 81r2' ON TH159FFEET
1,
WHEN A DRIVEWAY WIDTH EXCEEDS 15 FEET. CONSTRUCT A
STD PLAN ID2 $
FULL DEPTH EKPANSiON JQ[NT WITH 318" JOINT FILLER
Itt^R TOP OF
ALONG THE DRIVEWAY LANE LINES (SEE STD. PLAN 102).
r' I ROADWAY
CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE
CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN
d
DRIVEWAY WIDTHS EXCEED 3U.
y
+ • atl _
2.
SEE STD. PLAN 102 FOR SIDEWALK DETAILS.
• ' •
3.
CURB AND GUTTER SHOWN, OTHER CURE DESIGNS MAY BE
SPECIFIED. SEE STD. PLAN 101 FOR CURB DETAILS.
4.
STREET STANDARDS = RENTON MUNICIPAL CODE (RMC)
NOTE: DRIVEWAY LONGITUDINAL EXPANSION
TITLE IV DEVELOPMENT REGULATIONS
JorNTS SHALL BE FULL DEPTH
CHAPTER 6 STREET AND UTILITY STANDARDS
DEPRESSED MDNOLTTWIC CURB E GUTTER DETAIL
SECTION 4-6-060 STREET STANDARDS
DRIVEWAY STANDARDS = RENTON MUNICIPAL CODE (RMC)
TITLE IV DEVELOPMENT REGULATIONS
CHAPTER 4
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
SECTION 4-"80 PARKING. LOADING AND DRIVEWAY
REGULATIONS
FACE OF ADJACENT CURB
V.
5.
THE ENGINEER WILL DESIGN ALL DRIVEWAYS TO INCLUDE
ELEVATIONS AT ALL POINTS MARKED WITH SYMBOL "X". ALL
ELEVATIONS ARE AT THE BACK OF CURB TOP ON UPHILL
SIDE.
' 1 R. UTTER SURFACE
h
U.
FIXED OBJECTS {NCLUOING STREET TREES AND STREET
LIGHT POLES SHOULD NOT 9E LOCATED CLOSER THAN 10
1" R d a
FEET FROM THE DRIVEWAY EDGE.
a b
, •
t+ • P .
7,
FOR (DRIVEWAY WIDTHS SEE DRIVEWAY STANDARDS (SEE
NOTE 10). THE EXPANSION JOINTS (SEE STD, PLAN 102)
SMALL BE SPACED AS SHOWN IN THE CORRESPONDING
DEPRESSED CURB DETAIL
ISOMETRIC VIEW.
AT RESIDENTIAL DR COMMERCIAL DRIVEWAYS, AND ALLEYS
8.
SLOPES SHALL COMPLY WITH THE REVISED DRAFT
Driveway Example: TYPE G1 B
GUIDELINES FOR ACCESSIBLE PUBLIC RIGHTS -OF -WAY JULY
26.2011
`
R=Resldenilal, C=Commernlel
Jj
Number of Lanes,
9.
CURB RETURNS FOR ANY TYPE C-MAX DRIVEWAY MAYBE
(MAX--4 Lane Commerclal)
APPROVED ON A CASE-SY-CASF_ BASI$,
B-Buffer (Planting Strip). Blank -No Buller
CEMENT CONCRETE DRIVEWAY
STD- D- P-
LAN 104.2
PUBLIC WORKS
ENTRANCES - NOTES
AND DETAILS
APPR
+ *
DEPARTMENT
DATE
SURVEY DATUM
OF
ELLIOTT FARMS
A PORTION OF SECTION 22, TOWNSHIP 23 N-, RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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ME STIL Orr:
iri4,51-01 F40 POST
P67ALLAX* W TM S
TYPICAL INSTALLATION
BID ITEM (INGLIIDEB SIDEWALK RAMPS)
U MIN I VARIE6I5EE NOTE ri a' MIN
(BEE NOTE 8} (BEE NOTE 8)
19 LF CIFPAV$D I
DRIVEWAY REQUIRED
30W E.XPARAMN JORJT [r4p.l CEMENT
isEE STD PLAID 1D2S CONCRETE
SIDEWALK
Lr g SEENQTES
q� � � A
m
CCeTr1RU.TIQN. JOINT
RAMP WITH 12H:tY SEE NDTI@t DRIVEWAY GEMNC ENT CONCRETE
CURB &LArrTER
SLCiP'E ITYrt.} APPR4Ai.TT (SEE NOTE B)
2f8- GO NTT7ACT ION JOINT {TYP.1
15EE STYA PLAN F02j PLAN VIEW
516EWUKa - RENniN ,4TACCN915TENT SLOPEWITH
►WACFNrSIMWALK. PROVIDED ITIAT'AiEMAX CROSS
VARIES` SLOPE ON THE DRIVEWAY APPROACH IS NOTEXCEEDED
(SEE NhTE,Dy OTHERWISE. SLOT'E SHALL 9E 8.2% MNL SFE.N&M 11 {TYP )
CCRUSHED SUFRCEINGTOP COURSE WMIN [TYR) CELTENT C GNCffiE
{CSTC) OCIMPwCFIE TFO TO 95% MODID S`MIH SIDEWALK
PROCTOR {UNLESSREOUIREMENT !IW EXPANSION JOIr4T (TYP.I
WALVED BY ENGINEER) TYPICAL WDER (WE 5TD, PLAN 1921
ALL ORIV1TWAYEN7RA4CE
DEPRESSED CLI GUFT
i9EE NorE a)
SECTION
1n• R CTtP I sIDEr+ALx Wllmi
1M DIFPEREtYCE IN SLOPE MAx
DRIVEWAY Wf E 3LOP'E ISLCPE SHOWN EYAGYIERATEP t 5% tnnty
DRIVEWAY 5'MIN 1-M■. �•
CFy 4 r L
DRIVEWAY WI RELATIVEIVf� • SE ON I B 1
NEGATE SLOPE [ �1
SHDWN EXAGGFFP.TED1
CEMENT
CQHCfiEit
SIDEWALK
I
4 + PUBLIC WORKS
DEPARTMENT
l
HORIZONTAL DATUM: VERTICAL DATUM:
HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE
RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF
WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON
OF RENTON CONTROL POINT N0. 1640 AND CONTROL POINT NO. 2192 WAS
CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING
BEING S86°32'23"E. 98.199 FEET(NAVD88).
CEMENT CONCRETE
CURB & GUTTER
(SEE NOTE 31
TYPE R1 B - ISOMETRIC VIEW
(RESIDENTIAL. WITH BUFFER)
FOR NOTES STD. PLAN 104.2
CEMENT CONCRETE DRIVEWAY STD PLAN - 104.3
ENTRANCE - TYPE R9 B AI?PROVED:
1 IRECORD DRAWINGS AS -BUILT
2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1, 2022
NO.
REVISION
rONT FHWA C2U 0
ve'IFY - -
C L
LJ
M3 1KH 9 R RWV5 1-�
71
0 op
I_
MTS 4/15/22 BJT S1 RHO:
MTS 6 21 22 BJT DESIGNED: TS
DRAWN:
KLB
CHECKED:
MTS
BY DATE APPR APPROVED:
BJT
NOTES:
1- SIGNS SHALIL• BE WHITE LETTERING ON GREEN
SACICGRIOUNO WITH A 0.3- BORDER, DOUBLE
SIDED_
2. SIGN BLADE SMALL HE 8' EXTRUDED
ALUMINUM. TREATED, 0-080 GAUGE.
3. SIGN SHEETING SHALL BE 3M HIGH INTENSITY
PRISMATIC UR APPROVED EQUAL
4. LETT-ERING SHALL BE CUR FROM 3M
ELECTROQUFT (EC) FaL#1$EMES 1170 OR
APPROVED EQIAAL.
5- FONT SHALL BE FHWA C20DOFX UPPER AND
LOWER CASE PER SECTION 2D.43 OF T11E
M.U.T.CZ.
6 POST SHALL BE MINIMUM OF 2'Xr SQUARE
TUBE. SEE STANDARD DETAIL GW8.3 FOR
INSTALLATION DETAILS-
"BAND -
OR
MOUNTING ON EXISTING
METAL POLE OR LUMINAIRIE
MIN, T(
5/16 x2- I J2..
GALVANIZED BOLT WITH
GALVANIZED WASHERS.
a
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LOWER SQUARE
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NOTES
1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASF
CONNECTIONS ARE PATENTED. MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST
CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARF
ASSEMBLED.
2, A 2- (IN) POST WITH A 2 1/4" (iN) PSST ANCHOR OR A 2
1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE
5U85TiTUTEI]. SEE CONTRACT PLANTS.
3. PERFORATED SQUARE STEEL POST SHALL MEET THE
REQUIREMEN7S 4F WSDOT STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS 9-06 AND 9-28-
EDGE OF TRAVELED
ROADWAY
30�-•p
90
FOR REFLEGTORIZED SIGNS: MOUNT
FACING 3•(degr-ee) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
SIGN FACE ORIENTATION
. s
n•
i • Y e
SIGN POST 'v
9 •
.a
u •
•
•
LOYtER SIGN 54/16' (IH CORNER BOLT
POST SUPPORT qie 3J8" (IN) FLANGED
SHOULDER BOLT WITH
NUT AND WASHLRS -
2 REQUIRED (GYP,)
9ULT STQP
FOR IGN POST
TYPE ST■4 SIGN SUPPORT
LOWER SIGN POST SUPPORT - 2.25"
(IN), 7-GAGE, HOT -DI
�IA Mk HEAVY-DUTY ANCHORP CALV-,
COMMERCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE
+ PUBLIC WORKS METAL POST
(DEPARTMENT (ADOPTED)
STD. PLAN- 129
CONFIGURATION ON SLOPING GROUND
DOWNSPOUT WITH CLEANOUT FILTER, SEE DETAIL
CLEANOUT PER STD. PLAN 226.00
10' MIN. LEVEL TRENCH WITH
PERFORATED PIPE, SEE NOTE 1
5'
MIN. I
5' y
MIN.
_ o I
A �
I(7
� I
CLEANOUTPER
STD. PLANN226.00
TO STORM DRAIN SYSTEM
____I
FOOTING DRAIN BYPASS D I
M'
5
MIN. MIN. CLEANOUT PER
STD. PLAN 226.00
TO STORM DRAIN SYSTEM
DOWNSPOUT WITH CLEANOUT
FILTER, SEE DETAIL ' 10' MIN. LEVEL TRENCH WITH
I PERFORATED PIPE, SEE NOTE 1
„ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J
CONFIGURATION ON FLAT GROUND
PLAN VIEW OF PARCEL
COMPACTED TOPSOIL OR OTHER CLEAN FILL
NON -WOVEN GEOTEXTILE FOR SEPARATION
ON TOP AND SIDES OF TRENCH PER WSDOT
SPECIFICATIONS SECTION 9-33.2(1) TABLE 3 -
\� _r � tt/
6" MIN _�
+ � o
0
18" MIN.
UNDISTURBED NATIVE SOIL
6" DIA. MIN.
PERFORATED PVC,
SDR 35 PER ASTM D3034
N
U
SOLIDS/
LEAVES
U N
`(7 O O FILTER SCREEN /D
3/4" - 1 1/2" WASHED DRAIN ROCK / -7
U
OR GRAVEL BACKFILL FOR O
(�(lr
0 O DRYWELLS PER WSDOT STD. 2'-5' TO
SPECIFICATION SECTION 9-03.12(5) GROUND CDD\ O - Q
- 24" MIN. Ln
TYPICAL DOWNSPOUT Q T
MIN. V ABOVE SEASONAL HIGH FILTER DETAIL ,
GROUNDWATER TABLE
SECTION A
NOTES:
O
J
1. TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SF OF CONTRIBUTING IMPERVIOUS SURFACE, OR 35,000 SF
OF NON-NATIVE PERVIOUS SURFACE, OR PORTION THEREOF.
U
GENERAL NOTES:
W
1. INFILTRATION TRENCHES LIMITED TO ROOF RUNOFF FROM SINGLE-FAMILY OR DUPLEX HOMES OR TO CONTROL
BASEMENT FLOODING. CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION
CONTROL PROGRAM (UIC) FOR OTHER TYPES OF RUNOFF MANAGEMENT.
i
2. IMPERVIOUS AREAS LARGER THAN 10,000 SF AND NON-NATIVE PERVIOUS AREAS LARGER THAN 35,000 SF MAY REQUIRE
LARGER PIPE AND SHOULD BE DESIGNED BY A CIVIL ENGINEER.
O
3. THE PERFORATED PIPE MAY NOT BE PLACED IN A CRITICAL AREA BUFFER OR ON SLOPES STEEPER THAN 25%.
4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
,• PUBLIC WORKS
DEPARTMENT
SCAI
N/A HORIZONTAL- N D 1983/1/1991 CITY OF
RENTON
ONE INCH DATUM •
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
0
U
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
T
STD. PLAN - 263.40 T
PERFORATED STUB -OUT APP M
11/2/2'20
Martin Pastucha I M
CONNECTION
84 FD98B449D
Publi... DATE ( J
c Works Administrator
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R-416624
IN COMPLIANCE WITH CITY OF RENTON STANDARDS CO
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DATE J U
AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS 6/21 /22 HApp
T R I P O I N T E FlELD9DDK:
(425) 455-2900 PAGE.
DRAWING NO:
15900 SE EASTGATE WAY. SUITE 300
BELLEVUE, WA 98008 SHEET: ^w GF: wC