HomeMy WebLinkAboutR-3897623/8' PTiQLDED .0l`IT rILLER (TYP)
9FENMR2 3/87? X s/E-4 DURWMY JGWT SEc NOTE
ap 11,
SF^110N (D
:.Ei"+7ERAL NOTE5'
1, TING ilttertt of No. design is to Maws To Ierrlaval
of a Gatch basin whin minlmal dWrbarm
Of the o1Jrb.
rti
CANT �'A
C1JP9N-J0U1TLR
The expanslon Joints of the
be RdjmW to tw In
One WtIT ange curb ' x
6)to8I761DI'IJ�Dlnts. �r � I I
ISQ"C btE t4
CEMENT CONCRETE CURB M. I11
* i'AIHI_•:C: '14i1k }{ INSTALLATION AT
II;;I'J1i�['}d vT CATCH BASINS
jLIE
2'-7" MAX. MIN. 5'-0"
CLEAR WIDTH
0 0 0 0
0 0 0 0
0 0 0 o MOUNT ON
PEDESTAL
0 0PRO VIDEO WI TH
N. D. C. B. U. UNI T
"x FULL DEPTH PLANTING STRIP
EXPANSION JOINT WIDTH
0' TO VARIABLE "x FULL DEPTH
6' EXPANSION JOINT
WALK
4 G QQ'
d a
ANCHOR BOLT .. a e. .. a' G a
PATTERN PER - a
N. D. C. B. U.
PEDESTAL i
TEMPLA TE ° a
ca n d
NOTES.° FRONT VIEW SIDEVIEW
1. INSTALLATION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S.
POSTAL SERVICE
2. DO NOT PLACE MAILBOXES NEAR CATCH BASIN GRATE,- 15' MIN. DISTANCE
NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT
(N. D. C. B. U.) TYPE I MAILBOX INSTALLATION (8, 12 BOX UNI T)
CITY OF RENTON STANDARD DETAIL H026 NTS
GUTTER LINE MAILBOX CONCRETE PAD DETAIL
VC STA. 12+92.28, 13+02.28 SM/THERS AVE S 1 =5
FLOW LINE VCII STA. 22+44.16 SE 186TH ST
"l CERTIFY THA T THE INFORMATION
4' SHOWN HEREON WHICH WAS AS -BUILT BY
D.R. STRONG, AND MAY INCLUDE
PLANTER STRIP LOCATIONS, ELEVATIONS, DEPTHS, PIPE
SIZES, AND AS -BUILT COMMENTS,
4' ACCURA TEL Y REFLECTS EXISTING FIELD
CONDITIONS AS DETERMINED BY ME OR
UNDER MY DIRECT SUPERVISION ON THIS
DA TE.• 1/12/2018. "
FACE OF SIDEWALK
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(IDNT,ND,OR,WA)
W�
SE 1/4 SECTION 37,
TOWNSHIP 23 N, RANGE
5
CM
VUECREST ESTATES
8 VUECREST
11411.10 OF
_CENT
FRME A CF UffE
3
CITY COMMENTS.
REVIEW 3
4
CITY COMMENTS.
REVIEW 4
5
6 1112P.
1.3'
6
DRAFT AS-BUILTS
N0.
CHECKED...
REVISION
il.ae']
APPROVED:
MN
BY DATE I APPR
(RELATIVE TO GRADE)
31
1F
10 : 1 SLOPE OR FLATTER
EDGE OF PAVED (OR UN -PAVED)
OFFSET -SEE NOTE 6
FROM AND ORATE - NOT IiiCLUDO
`SHOULDER
RaADW*1r
SLOPE
- N.MANDGurrM6*r W
G?
. t
_
a tr
TOP of
*
R
clrral4U
a�EAalrxr
..'
+,
AJ?JuSTNENTSMT4N=N0r04 LuDM
N MIRE AND BUTTER BIOfraM
GA7M SAah - NOT &Ct UDFD
-
IN Wiftmo avrrEFt @D rnN
SF^110N (D
:.Ei"+7ERAL NOTE5'
1, TING ilttertt of No. design is to Maws To Ierrlaval
of a Gatch basin whin minlmal dWrbarm
Of the o1Jrb.
rti
CANT �'A
C1JP9N-J0U1TLR
The expanslon Joints of the
be RdjmW to tw In
One WtIT ange curb ' x
6)to8I761DI'IJ�Dlnts. �r � I I
ISQ"C btE t4
CEMENT CONCRETE CURB M. I11
* i'AIHI_•:C: '14i1k }{ INSTALLATION AT
II;;I'J1i�['}d vT CATCH BASINS
jLIE
2'-7" MAX. MIN. 5'-0"
CLEAR WIDTH
0 0 0 0
0 0 0 0
0 0 0 o MOUNT ON
PEDESTAL
0 0PRO VIDEO WI TH
N. D. C. B. U. UNI T
"x FULL DEPTH PLANTING STRIP
EXPANSION JOINT WIDTH
0' TO VARIABLE "x FULL DEPTH
6' EXPANSION JOINT
WALK
4 G QQ'
d a
ANCHOR BOLT .. a e. .. a' G a
PATTERN PER - a
N. D. C. B. U.
PEDESTAL i
TEMPLA TE ° a
ca n d
NOTES.° FRONT VIEW SIDEVIEW
1. INSTALLATION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S.
POSTAL SERVICE
2. DO NOT PLACE MAILBOXES NEAR CATCH BASIN GRATE,- 15' MIN. DISTANCE
NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT
(N. D. C. B. U.) TYPE I MAILBOX INSTALLATION (8, 12 BOX UNI T)
CITY OF RENTON STANDARD DETAIL H026 NTS
GUTTER LINE MAILBOX CONCRETE PAD DETAIL
VC STA. 12+92.28, 13+02.28 SM/THERS AVE S 1 =5
FLOW LINE VCII STA. 22+44.16 SE 186TH ST
"l CERTIFY THA T THE INFORMATION
4' SHOWN HEREON WHICH WAS AS -BUILT BY
D.R. STRONG, AND MAY INCLUDE
PLANTER STRIP LOCATIONS, ELEVATIONS, DEPTHS, PIPE
SIZES, AND AS -BUILT COMMENTS,
4' ACCURA TEL Y REFLECTS EXISTING FIELD
CONDITIONS AS DETERMINED BY ME OR
UNDER MY DIRECT SUPERVISION ON THIS
DA TE.• 1/12/2018. "
FACE OF SIDEWALK
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(IDNT,ND,OR,WA)
W�
SE 1/4 SECTION 37,
TOWNSHIP 23 N, RANGE
5
E, W. M.
VUECREST ESTATES
8 VUECREST
l/
SHORT PLAT
- - FACE 1W CURB
rx iI'2•
TOPOF
I , k 6:/ { 1 112' R_ ROADWAY
r ' • -' ' . ' • 4 i
CEMENT CONCRETE
TRAFF I C U U RB AND GUTTER
rr
FACE -DF kQJAI;EWrCL M
_6 tJ2' FLUSH WRH BUTTER
- PAN ATS"VrALx
RAMP Ed{TRA NW.
1_i2 rr 1:24
{ _ TOP CF
{ 1'2`1+ RDALOWAY
F a• ` 4
I x�
DEPRESSED CURB SECTION
of S108NALK AARAPS
!- 6 CEMENT CONCRETE
lr9"fL - I t VA. SIDEWALKRA3ir'
VARIES I ORLnNdING
E' TD 4 - o-
318' f'FiEMdL17Ep
`- JOLNTFIL.LER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIGEWALK RAMPS AND I ANE]IHGS
PAIGE OF ADJACEWCUMB
Ii 1 i._ -
SEE DEPRESSED D JIIRR DETAIL THIS SHEET
I r"
Ila
I Tur Of
L _ 1' } 11y R ROADWAY
kT • P IQ
DEPRESSED CURB SECTION
Al IREENt]ENVAL CWVE WAYS ONLY.
f OR Cow*ACtAt. CANF'rAYS SEE STD MAK +D+.2
FAKE OF CURB
:6 Vr
51r2". 1'
1'2'R. - �. 1'R.
FAACI*OFAJ80JuCfrNTCUrffi i' i
TDP DF
I
RQ,4D'J4'.4Y
GUTTER SURFACE
ti
V FL. r e
" - � P. CEMENT CONCRETE
• • •• ' . ,� , TRAFFIC CURB
DEPRESSED CURB t)ETAIL
AT AWIDENTtrAL C* COMMERCiAL DRIVEWAYS. AND Aik.1:YS
GIFLMERAI, NOTES -
1, See atandarii plans !Q2 4nd 1@1.9 (R 4;Wb empansinr Wahl a0rtracllan Ohl wwjrg.
Z Nal used.
3. ppr vepreseA 1A8^JJINFk DrlvA±wey CuIL 6 T3ulLer 5aeBcn see 5wlCard Fla" 04.2
BTO. PLAN - 101
I
PUBLIC' WORKS
* C191WENT CONCRE`1`IB CUAGIS PR ED
1+ DEPARTMENT
Gr Imoctsran, Pvlile wadi}Ad
FACE OF
BARRIER
SHOULDER
W - SEE TABLE
ACTUAL S x L OR W6 x 9
1� 6 x 8 TIMBER POST, OR
STEEL POST
6 x 12 TES 3 4)
(SEE NOTES 3 &4)
N
(SEE NOTES 1 &5)
I
BEAM GUARDRAIL TYPE 31
T-11/2" 6'-3" 6'-3"
CEMENT
GSOIN
w;,,,�� , > TYPE C2B -• ISOMETRIC VIEW
(GOiAMERGUAL, VYtTH ®UPPER)
CEMENT CONCRETE
GIJRB to GUTTER
(SEE NOTE 3)
DLnmc
SHEET)
NOTES
1. When a driver"yw)dih.exceeds 15 feet, oonsbvct a full depth
expanslonoint with 3181 joint tiller along the driveway lone Adsie
nes PAoeOF
(see std, plan 102). Construct expansion joints parallel with the alae Q r aeeDePR1MED CUM DIETAI.
centerline as required at 15 maximum spacing when driveway CWMACnONJDINT - 0112' oNTM1S81�T
widths exceed 30'.am PUN 102 \, s Wr r ,
b \� UrC FL ROADWAY
TOPOF
2. See std, plan 102 for sidewalk details. -- --�
3. Curb and gutter shown, other curb designs may be specified.
Sea aid. plan 101 for curb details.
•
4. Not used.
5. The Onglneerwill design all driveways to Include elevations at all t• NOTE: 00NE AYLONGITUDpUJ EJrANSION
points marked with symbol ")V. All elevations we atthe back of DEPRESSEDMONOLITHICCCCURS6 GUTTERDETAL
curb top on uphill side.
6. Not used.
7. For Driveway Widths sea DRIVEWAY STANDARDS
(See NOTE 10), The expansion joints (see std. plan 102) shall be
spaced in shown in the corresponding Isometric view.
8. Slopes shall comply with sections R303.2.1 or R303.2.2 or - FACE of ADJACENT WRS
R303.2.3 of the Revised Draft Guidelines for Acoosaible Public
Rights -of -Way ofNovember 23, 2005 (PROWAO). Jr'
9. Curb returns for any Type C -MAX Driveway may be approved on---'�N`
a case-by-case basis. ,, af- a---OUTTSR SURFACE
10. STREET STANDARDS - Renton Municipal Code (RMC) 1•R b ' o D
Title IV Development Regulations D a• • • b . u .
CHAPTER 6 STREET AND UTILITY STANDARDS 4\• a .D a - D
Section 4-"60SMEETSTANDARDS DEPRESSED CURB DETAIL
AT RESIDENTIAL ORCOMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS Renton Municipal Code (RMC)
Title IV Development Regulations Driveway Example: TYPE C1 B
CHAPTER 4 R=Reslde ftf C-Commardal f
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Numbef°f lertaa, J
Section 4-4-M PARKING, LOADING AND DRIVEWAY � (MNL=L Lane Commerral)
REGULATIONS B�rrer(PianprpSrrip), Blank"NoBufli
t * PUBLIC WORKS CEMENT CONCRETE DRIVEWAY �'PROV, � - 104.8
DEPARTMENT ENTRANCES - NOTES AND DETAILS
NAWds-
ATE
NOTES
6'-3" 1. Refer to Standard Plans C-1 and C-1 b for
additional details not shown on this plan.
2. Extend shoulder pavement to provide a base for the
UND LINE
- HINGEPOINT 4 1/4" 3' - 1 1/2"
SLOPE- (TYP.)
j �_4
YSEETABLE
TYPICAL SECTION •- WITHOUT CURB
(6' 0" LONG POSTS)
TYPICAL ELEVATION
13'- 6 1/2"
6'-3"
SYMMETRICAL
ABOUT
extruded curb. See Contract Plans for exceptions to
distances shown.
3. Use a single block or combination of blocks (no more
than two (2) to achieve the actual 12" (in) offset. See
Standard Specification 9-16.3(2). Wood blocks
shall be secured to the posts with anti -rotation nails.
If combination blocks are used, the adjacent blocks
shall be toenailed with two 16d galvanized nails to
prevent block rotation.
T- 11/2" 4. Wood blocks are shown. Blocks of an approved
alternative material may be used. See Standard
Specification 9-16.3(2).
5. All posts for any standard barrier run shall be of the
same type: timber or steel.
1'- 0 1/4"
2" (TYP.)
RAIL ELEMENTr� 3/4" (IN) x 2 1/2" (IN) TYPICAL RAIL ELEMENT
6. SLOT (TYP.)
1 3/16"
6 x 12 BLOCKOUT
(SEE NOTE 4)�A 1/4" (IN) DIAM. HOLE FOR 1" (TYP.)
ANTI -ROTATION 16d NAIL ANTI -ROTATION
6 x 8 TIMBER POST OR (TYP.) NAIL 16d (TYP.)
W6 x 8.5 OR W6 x 9 STEEL
POST (SEE NOTES 1 & 5) 1 „ W6 x 8.5 x 6' (FT) OR
1g� _ M W6 x 9 x 6' (FT) LONG
STEEL POST
(SEE NOTES 1 &5)
5/8" (IN) x 14" (IN) BUTTON HEAD BOLT
WITH 7/32" (IN) OVAL GRIPAND / 3/4" (IN) DIAM. HOLE THROUGH BLOCK
RECESSED HEX NUT (TYP.) FOR STEEL POST ATTACHMENT CUT WASHER (TTP.) ANTI -ROTATION
5/8" (IN) RECESSED NAIL 16d (TYP.)
3/4" (IN) DIAM. HOLE 3/4" (IN) DIAM. HOLE FOR BUTTON HEX NUT (TYP.)
PLAN VIEW THROUGH BLOCK HEAD BOLT (TTP.)
FOR TIMBER POST STEEL POST
ATTACHMENT (SEE NOTE 3)
WOOD BLOCK 6 x 8 x 6' (FT) LONG
FACE OF
BARRIER TIMBER POST
(SEE NOTES 1 &5)
SHOULDER W - SEE TABLE (SEE NOTE 3)
5 x 12 BLOCKOUT 12" 6 x 8 TIMBER POST OR
(SEE NOTE 4) ACTUAL W6 x 8.5 OR W6 x 9 STEEL
POST (SEE NOTES 1 & 5)
- 1O PERMISSIBLE CURB
a PLACEMENTAREA (SEE NOTE 3)
(SEE NOTE 2)
N 6 x 8 TIMBER POST OR
FAC OF W6 x 8.5 OR W6 x 9 5/8" (IN) x 22" (IN) BUTTON HEAD BOLT
CURB LIMIT 1 GROUND LINE STEEL POST (TYP.) WITH 7/32" (IN) OVAL GRIPAND
RAIL ELEMENT RECESSED HEX NUT (TYP.)
HINGEPOINT (TYP.)
SLOPE-
SEE
LOPE-SEE TABLE
ELEVATION VIEW
TYPICAL SECTION •- WITH CURB
(6'- 0" LONG POSTS)
WSDOT STANDARD PLAN C-20.10.03
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
iv
MID SPAN
SPLICE
GROUND LINE
CITY COMMENTS,
REVIEW 1
2
CITY COMMENTS,
Al
3
UND LINE
- HINGEPOINT 4 1/4" 3' - 1 1/2"
SLOPE- (TYP.)
j �_4
YSEETABLE
TYPICAL SECTION •- WITHOUT CURB
(6' 0" LONG POSTS)
TYPICAL ELEVATION
13'- 6 1/2"
6'-3"
SYMMETRICAL
ABOUT
extruded curb. See Contract Plans for exceptions to
distances shown.
3. Use a single block or combination of blocks (no more
than two (2) to achieve the actual 12" (in) offset. See
Standard Specification 9-16.3(2). Wood blocks
shall be secured to the posts with anti -rotation nails.
If combination blocks are used, the adjacent blocks
shall be toenailed with two 16d galvanized nails to
prevent block rotation.
T- 11/2" 4. Wood blocks are shown. Blocks of an approved
alternative material may be used. See Standard
Specification 9-16.3(2).
5. All posts for any standard barrier run shall be of the
same type: timber or steel.
1'- 0 1/4"
2" (TYP.)
RAIL ELEMENTr� 3/4" (IN) x 2 1/2" (IN) TYPICAL RAIL ELEMENT
6. SLOT (TYP.)
1 3/16"
6 x 12 BLOCKOUT
(SEE NOTE 4)�A 1/4" (IN) DIAM. HOLE FOR 1" (TYP.)
ANTI -ROTATION 16d NAIL ANTI -ROTATION
6 x 8 TIMBER POST OR (TYP.) NAIL 16d (TYP.)
W6 x 8.5 OR W6 x 9 STEEL
POST (SEE NOTES 1 & 5) 1 „ W6 x 8.5 x 6' (FT) OR
1g� _ M W6 x 9 x 6' (FT) LONG
STEEL POST
(SEE NOTES 1 &5)
5/8" (IN) x 14" (IN) BUTTON HEAD BOLT
WITH 7/32" (IN) OVAL GRIPAND / 3/4" (IN) DIAM. HOLE THROUGH BLOCK
RECESSED HEX NUT (TYP.) FOR STEEL POST ATTACHMENT CUT WASHER (TTP.) ANTI -ROTATION
5/8" (IN) RECESSED NAIL 16d (TYP.)
3/4" (IN) DIAM. HOLE 3/4" (IN) DIAM. HOLE FOR BUTTON HEX NUT (TYP.)
PLAN VIEW THROUGH BLOCK HEAD BOLT (TTP.)
FOR TIMBER POST STEEL POST
ATTACHMENT (SEE NOTE 3)
WOOD BLOCK 6 x 8 x 6' (FT) LONG
FACE OF
BARRIER TIMBER POST
(SEE NOTES 1 &5)
SHOULDER W - SEE TABLE (SEE NOTE 3)
5 x 12 BLOCKOUT 12" 6 x 8 TIMBER POST OR
(SEE NOTE 4) ACTUAL W6 x 8.5 OR W6 x 9 STEEL
POST (SEE NOTES 1 & 5)
- 1O PERMISSIBLE CURB
a PLACEMENTAREA (SEE NOTE 3)
(SEE NOTE 2)
N 6 x 8 TIMBER POST OR
FAC OF W6 x 8.5 OR W6 x 9 5/8" (IN) x 22" (IN) BUTTON HEAD BOLT
CURB LIMIT 1 GROUND LINE STEEL POST (TYP.) WITH 7/32" (IN) OVAL GRIPAND
RAIL ELEMENT RECESSED HEX NUT (TYP.)
HINGEPOINT (TYP.)
SLOPE-
SEE
LOPE-SEE TABLE
ELEVATION VIEW
TYPICAL SECTION •- WITH CURB
(6'- 0" LONG POSTS)
WSDOT STANDARD PLAN C-20.10.03
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
/`Iv-UVIL 1
SLOPE\ EMBANKMENT TABLE
SLOPE W (FT)
2H : 1V OR FLATTER 2.5' MIN.
STEEPER THAN 2H:1V
BUT NOT 4.0' MIN.
STEEPER THAN 1H:1V
5/8" (IN) RECESSED
HEX NUT (TYP.)
6 x 12 BLOCKOUT (TYP.)
(SEE NOTE 3)
5/8" (IN) x 14" (IN) BUTTON
HEAD BOLT WITH 7/32" (IN)
OVAL GRIP AND RECESSED
HEX NUT (TYP.)
{ ,2 ' Tftli
*#41
W. 11y, EJ
% Jul J4 2015 7:59 AM
BEAM GUARDRAIL TYPE 31-
STANDARD PLAN C-20.10-03
SHEET 1 OP i SHEET
APPRUVFD FQR PUBUIZAT10M
Carrelrrer. Jeff
f J t Jug L41015 11:29AM
GI -" d Ti pW d "
1
CITY COMMENTS,
REVIEW 1
2
CITY COMMENTS,
REVIEW 2
3
CITY COMMENTS.
REVIEW 3
4
CITY COMMENTS.
REVIEW 4
5
MYLARS
ONE INCH
6
DRAFT AS-BUILTS
N0.
CHECKED...
REVISION
/`Iv-UVIL 1
SLOPE\ EMBANKMENT TABLE
SLOPE W (FT)
2H : 1V OR FLATTER 2.5' MIN.
STEEPER THAN 2H:1V
BUT NOT 4.0' MIN.
STEEPER THAN 1H:1V
5/8" (IN) RECESSED
HEX NUT (TYP.)
6 x 12 BLOCKOUT (TYP.)
(SEE NOTE 3)
5/8" (IN) x 14" (IN) BUTTON
HEAD BOLT WITH 7/32" (IN)
OVAL GRIP AND RECESSED
HEX NUT (TYP.)
{ ,2 ' Tftli
*#41
W. 11y, EJ
% Jul J4 2015 7:59 AM
BEAM GUARDRAIL TYPE 31-
STANDARD PLAN C-20.10-03
SHEET 1 OP i SHEET
APPRUVFD FQR PUBUIZAT10M
Carrelrrer. Jeff
f J t Jug L41015 11:29AM
GI -" d Ti pW d "
BEAM GUARDRAIL TYPE 31 - PAY LIMIT
NOTES
1. When a driveway width exceeds 15 feet, construct a full depth
expansion joint with 3i8' joint tiller along the driveway lane lines aAoeoFdNie
(see std. plan 102). Construct expansion Joints parallel with the seE� a 1rr amTHIS *!Er was oeTAa
centerline as required at 15' maximum spacing when driveway CONiRAGTION JOINT - f
widths exceed 30'. b STOKM laxur, FL
\,\ a tJr ,• toPOF
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.
a
4. Not used.f_ �-
1• -Ir
5. The englneerwill design all driveways to Include elevations at all Nora: oRLVEwAY LONcnuowu slwAraloN
pointe marked with symbol "X". All elevations are at the back of
DEPRESSED ntoNvi rtriC CUA d GUTTER DETAIL
curb top on uphill side.
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 sections 8303.2.1 or R303.2.2 or - FACE OF ADJACENT CURB
R303.2.3 of the Revised Doan Guidelines for Accessible fablic 1"
Rigbts-of-Way of November 23, 2005 (PROWAG). �--'
9. Curb returns for any Type C -MAX Driveway may be approved an r�I
e cawby basis. ?. r. , a - ; t R ourTER SURFACE
10. STREET STANDARDS = Renton Municipal Cade (RMC) a c
Title IV Development Regulations
CHAPTER 6 STREET AND UTILITY STANDARDS
Section 4-"60STREET STANDARDS DEPRESSED CURB DETAIL
AT RESIDENTIAL. OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS = Renton Municipal Code (RMC)
Title IV Development Regulations Drivelrlt8y Example: TYPE C1 B
CHAPTER 4 RmResmeneel, C -Comer" f
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Numbxei4ense, k
Section 4.4-M PARKING, LOADING AND DRIVEWAY (MAX -4 Lane CO
REGULATIONS a aBulrer(a)enwle SMA elsnl 0ukrer
+ * PUBLIC WORKS CEMENT CONCRETE DRIVEWAY RC _ 1"'B
DEPARTMENT ENTRANCES - NOTES AND DETAILS
... ATE
BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL (SEE NOTE
10'-0"MIN.
kW
03.22.16
kW
SURVEYED:
sis
SCALE:
AS NOTED
MAJ 06.06'16 kW
DESIGNED:
"
MN 08.25.16 "
MAJ
10.21.16.
kW
DRAWN:
YLP
ONE INCH
MAJ
12.06.16
MAJ1
CHECKED...
AT FULL SCALE
NOT ONE INCH
SCALE ACCORDINGLY
MAJ 01.04.18 MNF
APPROVED:
MN
BY DATE I APPR
BEAM GUARDRAIL TYPE 31 - PAY LIMIT
NOTES
1. When a driveway width exceeds 15 feet, construct a full depth
expansion joint with 3i8' joint tiller along the driveway lane lines aAoeoFdNie
(see std. plan 102). Construct expansion Joints parallel with the seE� a 1rr amTHIS *!Er was oeTAa
centerline as required at 15' maximum spacing when driveway CONiRAGTION JOINT - f
widths exceed 30'. b STOKM laxur, FL
\,\ a tJr ,• toPOF
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.
a
4. Not used.f_ �-
1• -Ir
5. The englneerwill design all driveways to Include elevations at all Nora: oRLVEwAY LONcnuowu slwAraloN
pointe marked with symbol "X". All elevations are at the back of
DEPRESSED ntoNvi rtriC CUA d GUTTER DETAIL
curb top on uphill side.
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 sections 8303.2.1 or R303.2.2 or - FACE OF ADJACENT CURB
R303.2.3 of the Revised Doan Guidelines for Accessible fablic 1"
Rigbts-of-Way of November 23, 2005 (PROWAG). �--'
9. Curb returns for any Type C -MAX Driveway may be approved an r�I
e cawby basis. ?. r. , a - ; t R ourTER SURFACE
10. STREET STANDARDS = Renton Municipal Cade (RMC) a c
Title IV Development Regulations
CHAPTER 6 STREET AND UTILITY STANDARDS
Section 4-"60STREET STANDARDS DEPRESSED CURB DETAIL
AT RESIDENTIAL. OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS = Renton Municipal Code (RMC)
Title IV Development Regulations Drivelrlt8y Example: TYPE C1 B
CHAPTER 4 RmResmeneel, C -Comer" f
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Numbxei4ense, k
Section 4.4-M PARKING, LOADING AND DRIVEWAY (MAX -4 Lane CO
REGULATIONS a aBulrer(a)enwle SMA elsnl 0ukrer
+ * PUBLIC WORKS CEMENT CONCRETE DRIVEWAY RC _ 1"'B
DEPARTMENT ENTRANCES - NOTES AND DETAILS
... ATE
BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL (SEE NOTE
10'-0"MIN.
EDGE OF WIDENED
EMBANKMENT
6
?
20: 1 SLOPE OR FLATTER
1
o
(RELATIVE TO GRADE)
10 : 1 SLOPE OR FLATTER
EDGE OF PAVED (OR UN -PAVED)
OFFSET -SEE NOTE 6
`SHOULDER
PLAN VIEW
(SKT-SP-MGS (TL -2) SHOWN)
BEAM GUARDRAIL
TYPE 31 BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL- PAY LIMIT
PAY LIMIT
SKT-SP-MGS (TL -2) SYSTEM LENGTH = 28' -1 1/2"
(SEE NOTE 6) SEE NOTE;
LENGTH OF NEED
� � POINT
ELEVATION VIEW
SKT-SP MGS (TL -2)
BEAM GUARDRAIL
TYPE 31 BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL- PAY LIMIT
PAY LIMIT
SOFTSTOP (TL -2) SYSTEM LENGTH = 38' - 3 1/2"
(SEE NOTE 6) LENGTH OF 5' - 8"
NEED POINT
(TYP.)
ELEVATION VIEW
SOFTSTOP (TIL -2) %.
(SEE NOTE 8) 7,1f
e:.
��$PI ST$&a0 /4r
BEAUARDRAIL TTPL J1
NON -FLARED TERMINAL
(POSTED SPEED
45 MPH AND BELOW}
STANDARD PLAN C -22A5-02
SHEET 1 ;.F "SHEET
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WSDOT STANDARD PLAN C-22.45-02 Wrn'nyu�'Svi.�]:ponm.n. .11.. n.pcno .n
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 C T Y OF
RENTON
DATUM
Planning /Building/Public Works Dept
6'- 3"
POST1
1. The Implementation of the Manual for Assessment of Safety
Hardware (MASH) criteria may result in the acceptance of
guardrail terminal systems currently not shown on this plan,
or the elimination of guardrail terminals that are on this plan.
Non -Flared terminals shall be selected from the WSDOT
Qualified Products List (QPL) or approved through the WSDOT
Request for Approval of Materials (RAM) process.
2 This terminal is FHWA eligible at Test Level Two (TL -2) and
may be used in applications with posted speeds of 45 mph
or less.
GROUND 3. An SKT-SP-MGS (TL -2) as manufactured by Road Systems,
LINE Inc. or SOFTSTOP (TL -2) as manufactured by Trinity Highway
Products, LLC shall be installed according to manufacturer's
recommendations.
4 A reflectorized object marker shall be installed according to
manufacturer's recommendations.
6 When snow load post washers and snow load rail washers are
required by the Contract, the snow load rail washers shall not
be installed within the terminal limits.
6. Terminal shall be installed at a widening, ensuring the end piece
Is entirely off the shoulder. While this terminal does not require
an offset at the end, a flare is recommended. For the SKT-SP-MGS
(TL -2), a maximum flare of 25 : 1 or flatter over the length of the
terminal is allowed with a maximum offset of 24" (in) over 50' (ft).
4'- 7" For the SOFTSTOP (TL -2) a maximum flare of 38.29: 1 or flatter
SEE NOTE 4 is allowed over the system length of
38' - 3 1/2" with a maximum offset
GROUND of 12 (in) at the anchor
LINE post.
For terminal details, see WSDOT approved manufacturer's
7. drawings.
The SOFTSTOP
terminal is supplied
POST 1 with steel posts only.
8. It can be used with
guardrail runs
composed of steel
ANCHOR or wood guardrail
POST posts. BEAM GUARDRAIL TYPE 31
NON -FLARED TERMINAL
(POSTED SPEED
45 MPH AND BELOW)
SHEET 1 OF 1 SHEET
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
B : Date:
VUECREST ESTATES & VUECREST II
�( ROAD &STREET SIGN DETAILS
U15007217 / U15007232
DATE:
09.28.15
FIELDBOOK:
PAGE:
DRAWING N0:
C12
SHEET: 12 OF:
DRS PROJECT N0. 12102 R-389762
T-389711