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EDGE DETAIL 1' - P
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Cep SURFACING TCP COIIASE PI;Wq
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PACT TO uODe PRO- i ce
SLUM
WITH RAISED EDGE
IRr ATV We
ENMNEENLESS REOUIRFAL N'f ER
-
tY1' RFq A. (lYP.}
ALL U
00"EEkE SIDEWALK CSTC µNOER
a-�
OR
1 } T.SY,
-
FOR CURS OETA"
SEE STT7 PLAN f01
CURS A [INTER TO BE 6' TmiC"FJ %a OR
MATCH EXISTING ROADWAr
5N
BASE, WHICHEVER A GREATER (TTW. FOR
ALL CuRR asaTIER)
FINI.91EU ORAOE 1' {IH} BEL.Ovf
7 R
TOP OF Cf7NCRc E SIIITFACE
AOJACE NT TO CU RA
R❑O
OONG
to IwN R SF,'PI
�76'IL r •y 1-0rL
FORCuftflDu lB
SEE STO PLAN 10t
�, •~ - __ _._rrti�YY�i
-;
BRIDGE OR POVESMAN-�EIW.�
RARING
FOR CURE A ETAR.B ADJACENT TO CURB
9ARWER -9EE
61nEY1,LIK SEE ETn PLI.N Rn t6TEEPFRLBLD M
Confri' CT PLANS
. - ALL OR SAARIEA
10
112' IINl R. ffr? 1
r
FLUSH '
I
ibDEW�N.Ic
trY
MR
VERTICAL Aria- i
SEE OETAIL
•,-.
;.
3WP kXOEO
JpHT NTFLFLIER
ADJACENTTO cuRa AND FrAIUFNG OR wAL
P n"REMOLo�n
FOR SIDE
JOINT FLIER
TREATMENT BISEwALK SUFFERBTWP SIDEWALK ADJACENT TO WALL DETAIL
eOEriAlll
MEE NOTE ml
sECi,O.Ns
Tfl IN1 R
t S� 1 FOR CuRSOEYAg5
t Jiy
1.6%kMI� SzE 3TO RAM 101
-- -
EROGMED FIN1sM
OR MATCH E1 nM
5
"yAnt. SLDUTH
fj
TIIOWELEV PERMETER
FINISHEI1GRAE FCa PL ELOW TOP OF CUNORFT
&IRFACFOR E PIAMrINd - FLUBFt IF PATER
1 �" rycl -� ti`•-.
USUENT CONCRETE auRB
M'�R�p'
ADJACENT TO BUFFER STRIP S• ffU
-�'• FOR CURB DETAILS
�,. Q' ,....•'✓ ace am PLAN 19t
�'-
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NOTES . j •aC. , r
tR' TO 1W
7. F teal the ik w,ON anl a
Cahemin[mumPeOnpedeetrlen anal
t -
��"`�. �£ nlsmEWAtN aNLr �a '�`• ,•
`:C..
aoceasfoNa routei free oT Werucar ..
&nd horizontal ohetruabne. Gratings, f ' �'•..
► .
ACcess CAvem, Jumbpn Botes t.RKL'oFlPn+Pllk $ION JOIN T IN BDT.,
'
�- •. - CV W1 ANO eluEwALlI IsrF STO
Cable Vaults, Pull haw and [Aber `� -'
Nnrr IOI.I
sppu•lenencea whhln the sidewalk Y- :�
ve' C C�TRaCTION JOINT
mull be flush wilh a1rEace, Ertl mavi 'ar
'f
Breda of tre adewa 1k. JOINT AND FINISH
'-•.
- DETAIL .r
i MdewalkiC Cement hied in Curd and r ,
Sidewalk Is nm permitted In new For other referenced NOTESsea
•,
3�R�
construction. When replacement vmrk STD PLAN 1042.
nooeApTtes a MonollDlle C.Terrt
Convete Cart, bird per WSDOT PF1EMnln
Standard Plan F-30. I04il Paved Surfaces must Comply with JOMr FlUER
STO PLAN 102.1 a6 8 ilcable E FULL-OEPTH
3_ Cpnctete In 6c 4,D00 P51. .
EIWAN5iON JOINT
570. PLAN - 102
PUBLIC
CEMENTSICONCRETE
DEPARTMENT
DEWALK
_e
fC 7
r
CEMENT CONCRETE
CURB & GUTTER
(SEE NOTE 3)
CEMENT
DEPRESSED MONOLITHIC
CONCRETE
CURB & GUTTER
SIDEWALK
(SEE DETAIL THIS SHEET)
W
TYPE C28 -• ISOMETRIC VIEW
(COMMERCIAL, WITH BUFFER)
FACE OF CURBSEE
�C SEE DEPRESSED CURB DETAIL
CONTRACTION,IOINT a t!2- ON TV! 183FIEET
1,
WHEN A DRIVEWAY WIDTH EXCEEDS 15 FEET, CONSTRUCT A
STD PLAN 1ff2
FULL DEPTH EXPANSION JOINT WITH 318" JOINT FILLER
fz•li TDPOF
ALONG THE DRIVEWAY LANE LINES (SEE STD. PLAN 102).
ROADWAY
CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE
- iv
CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN
DRIVEWAY WIDTHS EXCEED 30'.
tl:�
2.
SEE STD. PLAN 102 FOR SIDEWALK DETAILS.
. 1
3.
CURB AND GUTTER SHOWN, OTHER CURB DESIGNS MAY BE
SPECIFIED. SEE STD. PLAN 101 FOR CURB DETAILS.
4.
STREET STANDARDS = RENTON MUNICIPAL CODE (RMC)
NOTE ORIVEWAY LO,JG rfUDINAL ExPANSIOM
TITLE IV DEVELOPMENT REGULATIONS
JOINTS SHALL BE FULL DEPTH
CHAPTER 6 STREET AND UTILITY STANDARDS
DEPRESSED MONOLITHICCU RB & GUTTER DETAIL
SECTION 4-0-060 STREET STANDARDS
DRIVEWAY STANDARDS = RENTON MUNICIPAL. CODE (RMC)
TITLE IV DEVELOPMENT REGULATIONS
CHAPTER
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
SECTION 4-4-080 PARKING. LOADING AND DRIVEWAY
REGULATIONS
FACE OF ADJACENT CURB
5.
THE ENGINEER WILL DESIGN ALL DRIVEWAYS TO INCLUDE
11
ELEVATIONS AT ALL POINTS MARKED WITH SYMBOL "X". ALL
ELEVATIONS ARE AT THE BACK OF CURB TOP ON UPHILL
SIDE.
o 1 R. UTTER SURFACE
• a
6.
FIXED OBJECTS INCLUDING STREET TREES AND STREET
o .
LIGHT POLES SHOULD NOT BE LOCATED CLOSER THAN 10
1" Ra
FEET FROM THE DRIVEWAY EDGE_
p.. P .
o tr
7,
FOR DRIVEWAY WIDTHS SEE DRIVEWAY STANDARDS (SEE
NOTE 10). THE EXPANSION JOINTS (SEE STD. PLAN 107)
SHALL BE SPACED AS SHOWN IN THE CORRESPONDING
DEPRESSED CURB DETAIL
ISOMETRIC VIEW_
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
8,
SLOPES SHALL COMPLY WITH THE. REVISED DRAFT
Driveway Example: TYPE C1 B
GUIDELINES FOR ACCESSIBLE PUBLIC RIGHTS -OF -WAY JULY
26, 2011
1
RpResldenilal, C=Comrnerclel
Jj
Number Of Lanes,
9.
CURB RETURNS FOR ANY TYPE C-MAX DRIVEWAY MAY BE
(MAX--4 Lane Comma lal)
APPROVED ON A CASE-SY-CASE BASIS.
8-Buffer (Planting Sirip), 83ank-No Buffer
CEMENT CONCRETE DRIVEWAY
STD- PLAN - 104.E
PUBLIC WORKS
ENTRANCES -
NOTES AND DETAILS
APPROVED:
*
DEPARTMENT
}
DATE
ASBUILT ROAD DRAINAGE NOTES AND DETAILS
OF
EDENFIELD (SUMPTER) SHORT PLAT
A PORTION OF SECTION 147 TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
UNDISTURBED
NATIVE VEGETATION
UNDSTURBED NATIVE SM L
3"-4' A BOR1ST WOOD CHIP MULCH,
SEE STn. PLAN 262.W
3" OF COMPOST INCORPORATED
INTO 5' OF SITE SOIL ITOTAL
AMENDED DEPTH OF 9 5. FOR A
SETTLED DEPTH OF 91
SUBSOIL SCARIFIED 4' BELO W
COMPOST AWN❑EOLAYER
(12" BELOW SOIL SURFACE)
Y-4" MWORIST
WOOD CHIP
MULCH, SEE STD.
PLAN M-50
�' IMPQRTQD
TOPSOIL MIX
ICOMPACTED
DEPTH)
SUBSOIL IS
SCARIFIED 6'
BELOW IMPORTED
TCPS011- MIX
PLANTING BEDSNUNDISTURBE} UNDISTURBED TURF NL4WN}AREAS,
VEGETATION, SEE NOTE I SEE NOTE 1 '
Ll'
OPTION 7 - NO DISTURBANCE
PLANTI NG IBEDS
a"
TURF (LAWNIAREAS
BRASS; SEED OR SOD
UNDISTURBED NATIVE SOIL
3RASS- SEED OR SOD
1.75" OF COMPOST INCORPORATED INTO
s151 OF SITE SOIL (TOTAL AMENDED DEPTH
]F 9.5", FOR A SETTLED DEPTH OF A-)
SUBSOIL SCARIFIED 4' BELOW
LOMPOST AMENDED LAYER
t2" BELOW SOIL SURFACE)
OPTIONS 2.3. AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND
PLANTING BEDS
• PUBLIC WORKS
IL 54"Ill AV DEPARTMENT
TURF ItAWN)AREAS
12"
OPTION 5 - IMPORTED TOPSOIL
GRASS: SEEt) OR SOD
NOTES.
1_ AREAS OF NO DISTUREANCE TO BE FENCED
AND EXISTING VEGETATION AND SOIL T6 BE
PROTECTED FROM CONSTRUCTION IMPACTS.
f" IMPORTEP
TOPSOIL MIX
(COMPACTED
GENERAL NOTES.,
DEPTH)
1 tOI,1EA5URESEITLEDDE?Tt+,WATER SOIL
-
$UFFiCiENTLY TO FULLY SATURATE WITHOUT
CAUSING EROSION
SLiUSQtL IS
2- COMPOST TO MEET STO_ PLAN 26Z.dD,
SCARIFIED fi
BELOW IMPORTED
3• COMPACTION OF TOPSOIL (WHERE REQUIRED)
TOPSOIL MIX
TO RE TO d5 { OF STANDARD PROCTOR
4, SEE CONSTRUCTIDN PLANS FDR SPECIFIC
PROJECT REQUIREMENTS.
UN LESS DTHERYASE PIDTr n, PRA W LNG 15 NET TO WALE [NT511
STIR. PLAN - 2fi4.C10
%P O;
SOIL AMENDMENT SECTIONS AZ12812o1g
3LLi N'mr AlniNm'xx DATE
1 RECORD DRAWINGS AS BUILT TJS 0/10/22 BJT SUWEY -
BENCHMARK DE K DRAMIIk
FOUND
RK
DATUM DOMEDIN CONCRETE MONU4MENT RPUNCHMARK IN 1-SIN BRASS DOME FINA4X41 0.4 N CHMIGM, K
HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 BJT
NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 N0. REVISION BY DATE APPR eJT
"BAND -
OR
1
MOUNTING ON EXISTING
METAL POLE OR LUMJMMRE
4" MIN,
EDGE C
5116"x2-1/2"
GALVANIZED BOLT WITH
GALVANIZED WASHERS.
DocuSign Envelope ID. B16CE03A•ED994F11-13559•FE8382C92131`13
1.5" RADIUS
(TYP
A
SIDE VIEW, DOUBLE SIDED
POST TOP MOUNTED PRIVATE STREET NAME SIGN
1,5" RADIUS 2"
(TYP.)
A
BOLT END OF
SIGN TO METAL
POST. LETTERING
OR NUMERALS
SHALL NOT BE
LOCATED WITHIN
AT LEAST 2" OF
SIDE VIEW, I11JUBLE SIUtU THE BOLTED END
POST MOUNTED PRIVATE SIGN WITH HOUSE NUMBERS
SIGN DIMENSIONS
SIGN TYPE
A
B
C
D
POST TOP PRIVATE STREET NAME
5"
VARIES
4"
3"
POST MOUNTED PRIVATE SIGN
12"
VARIES
4"
3"
WITH HOUSE NUMBERS
GENERAL NOTES:
1. FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS
APPROVED BY THE CITY
2. LETTERS AND NUMERALS SHALL BE CUT FROM 3M ELECTROCUT FILM SERIES 1170
OR APPROVED EQUAL
3. SIGN BLADE SHALL BE FLAT ALUMINUM, TREATED, 0.080 GAUGE
4. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL
5. SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED
6. FOR SIGN POST DETAILS, SEE CITY OF RENTON STANDARD DETAIL 129, EXCEPT
MOUNTING HEIGHT SHALL BE 9'-0"
COLORS
LEGEND, ARROW HEAD, SEPARATION BAR - WHITE (REFL.)
BACKGROUND - GREEN (REFL.)
t PRIVATE ROADWAY SIGN DETAIL Pam_ 1S'�
aUSLIc WORKS25MPH OR LOWER A 0VED.
DEPARTMENT �� 7/30/2018 I
DATE
NOTES
1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WITH NCHRP 35G CRASH TEST
CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE {-IOW THE PARTS ARE
ASSEMBLED.
2, A 2" (IN) POST WITH A 7 1/4" (11N) PSST ANCHOR OR A 2
1/4" {IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE
SUBSTITUTED. SEE CONTRACT PLANS.
3. PERFORATED SQUARE STEEL POST SHALL MEET THE
REQUIREMENTS OF WSOOT STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS 9-05 AND 9-28-
EDGE OF TRAVELED
ROADWAY
90
FOR REFLECTORIZEU SIGNS: MOUNT
FACING 3•(degree) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
BIGN FACE ORIENTATION
.1 phi. "U7 kI
12
i] Lrl
ZQ
SICK POST o
°oI
R SQUAR
.
TUBE)
o
o
ji
m�
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a
DISHED
r-d
•
e
N
LINE
!r
LOWER SIGN
5/16"(114),CORNER BOLT
OR 3/IN] FLANGED
POST SUPPORT
SHOULDER BOLT WITH
Nut AND WASHERS -
2 REQUIRED (TYP.)
H
BOLT STOP
GN POST
TYPE *T-4 SIGN BUIPPORT
7
LOWER SIGN POST SUPPORT - 2.25"
(IN}, 7-CAGE, HOT -DIP GALV-,
HEAVY-DUTY ANCHOR
LAM_
COMMERCIAL CONCRETE
MOUNTINLi ON METAL POST
SIGN MOUNTING ON SINGLE
« PUBLIC WORKS METAL POST
DEPARTMENT (ADOPTED)
N/A
WE INCH
AT FULL SCALE
IF NUT ONE NCH
SCAZ ACCORDINGLY
VERTICAL M%9 ,
HORIZONTAL: N11D IM ,991
DATU M
STD- PLAID- 129
APPROVED: - -
CALL BEFORE YOU DIG:
1-800-424-5555
CITY OF
RENTON
Ntsfiv
Planning/Building/Public Works Dept.
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R-418829
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT ROAD DRAINAGE
NOTES AND DETAILS
EDENFIELD (SUMPTER) SHORT PLAT
MAINVUE WA LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
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