HomeMy WebLinkAboutR-393512U )
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MIN MIN MIN MIN MIN
2" CLAS
*2" TO 6" CI
OR Cl
h — 5.5' MIN. �I
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
V 1' 2.5' V 1'
MIN MIN MIN IMIN MIN
2" CLASS `B'
CRUSHED ROCK, FLOWAbLE- -ILL
OR AS REQUIRED BY ENGINEER
* FOR MINIMUM STANDARDS, SEE DWG# HR-05,
SP PAGE H032
OF CURB OR
OF PAIIFMFNT
:ENTER LINE OR
ANE LINE
S*
D SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
�? p ADOPTED
L,f
CITY OF RENTION
+I l+
/ STANDARD PLANS
IST DATE! 02/05
DWG. NAME: H032-1 SP PAGE: HO32.1
CEN NT
CONCRETE
SIDEWALK
DEPRESSED MONOLITHIC
CURB 6 GUrrTER
(SEE DETAIL THIS SHEET)
TYPE C213 - ISOMETRIC VIEW
(COMMERCIAL, WITH BUFFER)
CEMENT CONCRETE
CURB a GUTTER
(SEE NOTE 3)
NOTES
1.
When a driveway width exceeds 15 feet, construct a lull depth
expansion jaintwith 3I8" joint filler along the driveway lane lines
`FACE Or CURB
(see Sid, plan 102), Construct expansion joints parallel with the
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ON THL$SHEET
UN DEPRHEr CURB DETAIL.CentedIno
as required at 15' maxi mUm spacing when driveway
CONTRACTION JOINT -
widths exceed SIT.
8FU PLAN 1G2
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61
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2.
See W. plan 102 for sidewalk details.
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3.
Curb and gutter shown, other curb designs may he specified.
See std. plan 101 far curb details.
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4.
Not used.
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5.
The engineer will design all driveways to Include elevations at all
Noce DRIVEWAY LONUMUDINAL EVPNSION
points marked with symbol "X. All elevations are at the back of
DEfxRESSE� ll[egNpLkTSHALL HiC Cif l� 8 GUTTER DETAIL
curb tap on uphill side.
6. Nat used.
7. For Driveway Widths see DRIVEWAY STANDARDS
(Sea NOTE 10). The expansion joints (see std. plan 102) shall be
spaced as shown In tha corresponding Isomeft view.
8. Slopes shall comply with sections R303.2.1 or R303.2.2 or FACE OF ADJACENT CURB
R303 2.3 of the Revised Draft Guidelines far Accessible Public f - i"
Rights -of -Way of November 23, 2005 (PROWAG), J-�
9, Curb returns far any Type C-MAX Driveway may be approved on �
a case -by -case bash. n� 1-R.
=DER SURFACE
•�t•R. n a
10. STREET STANDARDS = Renton Municipal Code (RMC) a a•.
Title IV development RegulatJons
CHAPTER 6 STREET AND UTILITY STANDARDS °: o
Section 4-6-060 STREET 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 C-ca+rxrrenw ---� r
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS � Numberaf Lanes,
Sectio(MAX--4 Lane Camrnardalj
EGULn IIONS PARKING, LOADING AND DRIVEWAY B�BufrarONanift Strip). BIsnIFNo Buffer
REGu1ATtDNS
G STD. PLAN — 104.E
+�+ PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PRO D,
DEPARTMENT ENTRANCES - NOTES AND DETAIwLSd0fa
TIE
ANCH0,2
PATI 52W PER M.D.
3j$ X FULL DEPTW G �. u TELTdL Co
TEMPLATE .
exPAlv51 nN Jol NT'
FWWT VIEW
"BAND -
OR
MOUNTING ON EXISTING
METAL POLE OR LUMINAIRE
4" MIN.
EDGE C
GALVANIZED BOLT WITH
GALVANIZED WASHERS.
2" SQUARE
METAL POST
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LOWER SQUAR
25 TUBE)
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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 350 CRASH TEST
CRITERIA, THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED.
2. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHDR 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 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
3o'---�
90•
FOR REFLECTORIZED SIGNS: MOUNT
FACING 3*(degree) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
SIGN FACE ORIENTATION
oe
SIGN POST
°
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00
°o
a o
94
o
a
a
e v
e
LOWER SIGN
5/1b` (IN) CORNER BOLT
POST SUPPORT
❑ 3/8" (IN) FLANGED
SHOULDER BOLT WITH
NUT AND WASHERS
2 REQUIRED (TYP.)
BDLT STOP
FOR SIGN POST
TYPE ST-4 SIGN SUPPORT
LOWER SIGN POST SUPPORT - 2.25"
(IN), 7-GAGE, HOT -DIP GALV.,
IN.9" HEAVY-DUTY ANCHOR
IAM.
COMMERCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE STD. PLAN— 129
PUBLIC WORKS METAL POST APPROVED:
DEPARTMENT (ADOPTED) 6-7=
DATE
1'-4' 2:7"MAX. MIN, 5'-47' CLEAN WIDTW
MOUK[T UN PEDESTAL
PROVIDED \N ITN N. D.C.
I
5. U. GAIT,
W10TW
0 To VARIABLE
318" X FULL DEPl14
EAPAms7i0 U JO WT
WAL K.
SIDE VIEW
tiIE1GNE}QZ4Qs)D [DELIVERY _AN_E
COLLF-c-noW 50X UW IT
1 REVISED DRIVE WAM SSMH 2 do SELECT SERVICES
2 ADJUST LOTS 6-8
3 UPDATED CURB RAMP PER CITY COMMENTS
4 WA TER UPDA TES PER FIELD COND177ONS
5 REVISIONS TO EAST END OF ALLEY (SW 3RD CT)
NO. REVISION
U.S.P.O. Neighborhood Delivery and
Collection Box Unit (Mailbox) Installation
ADOPTED
USA CITY OF RENTON
_ STANDARD PLANS
L5T DATE:1•Aug-87
DWG NAME: HR-06 SP PAGE, H026
LMT
4/2/18
SURVEYED:
IAITCH EVENS, PLS
SCALE:
AS NOTED
LM T
5/�2/lrg
DESIGNED;
SHAWN COOPER
LMT
6115118
SDC
7110118
DRAWN:
SHOWN COOPER
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ADCORDINGLY
Crliv
8/10/18
CHECKED:
BRETT K. PUDISTS, PE
BY
DATE
APPR
APPROVED.
BREIT K. PUDISTS, PE
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, .AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4-875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT- FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED -
MIN, 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ
5'x5'x6" THICK CONCRETE PAD AROUND
HYDRANT- FINISH TO MATCH SIDEWALK.
EXPANSION JOINT AT
BACK OF SIDEWALK
2"
ONCRETE SIDEWALK OR STR
IP
RIP
CONCRETE
THRUST BLOCK
16" x 8" x 4" MININUM
CONCRETE BEARING
BLOCK UNDER HYDRANT
CUT
36" MIN
COVER
TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT- VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
CONCRETE BLOCKING
MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
fi" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
1' ABOVE BOOT FLANGE- PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
D
ONE MAN ROCK-
1
6
TE PAD
LEVEL ALL GROUND
MIN 3' RADIUS
6" CONCRETE PAD
FI LL_
HYDRANT LOCATION IN CUT OR FILL
1re
STD. PLAN — 310.1
+Ire 1+ JUBLIC. lT ]P FIRE HYDRANT ASSEMBLY
DEPARTMENT
�1.AP_ H 20' 0
HORIZOKtAL: NAD 1983/1991 T Y OF
%1 RENTON
DATUM
Planning/Building/Public Works Dept.
BY:
BY:
BY:
BY:
R-393512
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
LAN GSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
ROAD & STORM DRAINAGE DETAILS
AS -BUILT
DATE:
DATE:
DATE:
DATE:
9/18/20
F1ELOBDOIL•
PAGE:
DRAWING NO:
RD-03
SHEET' OF:
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