HomeMy WebLinkAboutR-406603DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
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BOLT -DOWN SLOT. �1 SEE DETAIL AND II III'•F' 'y'lll
2 I.- CIA. HOLE NOTE 1 I 1 1/4"
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BOLT -DOWN SLOT DETAIL
L _ SEE NOTE 1 _ _ _ J
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ISOMETRIC
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SECTION B
151 MAX.
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R39•. SEE NOTE 2
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NOTES:
3 112E
r 114'
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES,
GRATES, AND COVERS, UNLESS CTHERWISE SPECIFIED.
1 S/g•
PROVIDE TWO HOLES IN THE FRAME THAT ARE
VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS,
THE FRAME SHALL ACCEPT THE 5.'8•-11 NO x 2" ALLEN
4"
HEAD CAP SCREW BY BEING TAPPED, OR OTHER
4• DIA. HOLE
APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES
VARIES BY MANUFACTURER,
"DIA. HANDLE
1prl,2
2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN
SECTION C
LIEU OF THE RIB DESIGN.
3. REFER TO STANDARD SPECIFICATION 91 FOR
ADDITIONAL REQUIREMENTS.
4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD
PLAN 204.00.
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE iNTS)
STD. PLAN - 204.10
a , PUBLIC WORKS L
DEPARTMENT RECTANGULAR SOLID METAL COVER GAZ 9/28/2018 I
Pw
DATE
c6kE
CONCRETE
SIDEWALK
DIEFOREa66D MONOLITHIC
CURS & tSEE DETNL O ATHS STEM
TYPE C213, - ISOMETRIC VIEW
(COMMFRCIA: , WITH BUFFER)
CURB & GUTTER
(SIFE NOTE 3)
NOTES
When a driveway width exceeds 15 feet, consbucta full deph
expansion Joint with 3/1 Joint filler along the driveway lane lines FAMCFOtM
(sco std. pion 102). Construct expansion jdn% parallel with the may, - AFroEVREnmCufaDl�u
cenAkllneasrequired e:l5• maximum spaclhan ngwdriveway CONTRM:TIJNJMNT _ our 0.THUS 5�_
widths eKceed 30'. SMPLAN 1m
b 1rp R "Or
\ 4GADWAY
2. See sid. plan 102 for sidewalk details
it • '
3 Curb and putter shown, other curb designs maybe spea6ec. • • �.
See aid. plan 101 for curb details ' . Ur
4 Not used
5. The englreef w13 design all driveways to Include elevedons a: all HUM DMMWYLOCnLAIA VPANSCN
points marked with sym Dol "X". All elevaions, are at the back of JONRs DIA LeE FULL DEPTH
Curt) top on uphill side. DEPRESSED MONOLITHIC CURB A GUTTER OLT AIL.
6. No; used
7. For nrivewey, Wktths Pao DRIVEWAY STANDARDS
(See NOTE 10). The expansion jonts (see std. plan 102) shall be
spaced as shown In the corresponding IBOme'Jfc New.
8. Slopes shall comply III secUons R303.2,1 or R303.2.2 or FACEOTADU1CW OLM
R3032.3 of the Revised Draft Guidelines for Accessible Public 1
Rights-of-W&y of Novaaba 23, 2005 (PROWAG).
9 Curb roUns for any Type C-MAX Driveway may be approved on
a caee-bycase basis. R GLIP11 C
P
10. STREET STANDARDS Renton Municipal Code (RMC) 1•tE E °
Title IV Development Regulations
CHAPTER 6 STREET AND UTILITYSTANDARDS '..• -
Section 43.060STREET STANDARDS DEPRESSED CURB DETAIL
AT RESIDENTALL OR COMAERCIAL ONVEWAYS, AID ALLEYS
ORIVE)NAY STANDARDS - Renton Municipal Code (F MC)
Tide IV Development Regulations Driveway Example: TYPE C1B
CHAPTER 4 R=ReeWvilfal C•CortyreTeyl - 1
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Nwrt-Ofl.rw,---_ - ---
J
Section4-4-M PARKING, LOADING AND DRIVEWAY (MAI LATISC=MWWfI
REGULATIONS 9�Idkr(PIMaI aSafp) e■"k'ND&41r -
• !J� • PUBLIC WORKS CEMENT CONCRETE DRIVEWAY )STD'. A - 1042
7� DEPARTMENT ENTRANCES - NOTES AND DETAILS
h
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
:45 AN
Wes'
:v'�4rr41:�H
E 1
6', 12', OR 24"
ONE 1T3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
'Q�e ssFF46,
WASRUM
[lips
#3 BAR EACH SIDE
0
#3 BAR EACH WAY
PRECAST BASE SECTION
93 BAR HOOP
#3 BAR EACH
CORNER 1 B" MIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
[1,R)
PUBLIC WORKS
[„ DEPARTMENT
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAN
17
CONCRETE
ALL METAL PIPE
if,
CPSSP',
12
STD. SPEC. 9-05.20
SOLID WALL PVC,
SPEC. 9-05.12(11
if,
PROFLE WALL PVC,
STD. SPEC. 9-05.12(21
15'
' CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREAOF
0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN N
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREAOF 0.12 SQUARE INCHES PER
FOOT MAY BE USED.
2. THE KNOCKOUT DIAMETER SHALL NOTBE GREATER
THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2" MINIMUM TO 2.5' MAXIMUM. PRCRAC E A 1.5"
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-04.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DONN.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
1 H:24V OR STEEPER.
S. THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED USE GROUT TYPE 2 FOR
NONHRINK APPLICATIONS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-20.3(2).
8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS. RINGS, RISERS, AND
FRAMES.
9. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10 FRAME SHALL BE ADJUSTED TO PAVENENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH ASTRAIGHT EDGE OF SUFFICIENT
LENGTH.
11 ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH ANC
REMAIN VISIBLE UPON COMPLETION.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 200.00
APPR ED:
CATCH BASIN TYPE 1 GAZ 9/28/2018 I
DATE
DocuSign Envelope ID: 6EECF5B6-602A 4E4A-B436-A317AA638878
SEE N(ITE 4
CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNIFORM CONTACT. THE SURFACE
AREA OF THE BASE SECTION MUST BE
MORTARED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION ADJUSTMENT SECTION
�
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NOTES:
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER,
DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO
MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION 7-05.3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED.
3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT.
4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND DRY, BOND.
5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR.
6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOTJAPWA STANDARD SPECIFICATION 9-04.3.
7. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT, USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WI-H STANDARD
SPECIFICATION 9.20.3(2).
8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS.
9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF
SUFFICIENT LENGTH.
10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION.
UNLFSS OTHFRWISF N01I DRAWING 15 NOr TO SCALE (NTS)
• PUBLIC WORKS
STD.
URPLAN - 202.00
PRO
DEPARTMENT CATCH BASIN INSTALLATION [AZ 9/28/2018
DATE
pi WASyo�'..
2-°
27460 �O°,A� O°o
X" " / STF-19
SS�0NAL°°��
07/15/2019 N0.
:45 Al
:45 Al
FACE OF CURB
_6irr
612E P
1r2"R. 1"R. 124
1 TOP OF
m 12" R ROADWAY
I
r
1 6" -
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
-6127� FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
TOP OF
12'R, ROADWAY
1
i�
1
DEPRESSED CURB SECTICN
AT SIDEWALK RAMPS
318
6" CEMENT CONCRETE
12" R. 1" R. SIDEWALK RAMP
VARIES OR LANDING
FROM L
WTOO
6"
I
318" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
_61r2_i
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
r 1 1• 112•R. ROACWAY
2, 1_ /
1 ,I
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
FACE OF ADJACENT CURB
r p
1. • •
GUTTER SURFACE
1 0
•il, p
a
PREMOLOED ,'
_
\
JOINT FILLER
'
E FULL -DEPTH
r R
EXPANSION JOINT
r
V R.
_612'--
512 1•
12' R- _ - _ 1' R.
1 1
• � TOP OF
ROADWAY
1
1
6 114• -
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
2. Expansion Joint shall be full depth, 3/8" (in.) premolded Joint filler.
3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2
STD. PLAN - 101
a PUBLIC WORKS CEMENT CONCRETE CURBS n
DEPARTMENT
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
I-
I
I
OLT-DOWN SLOT, I I 112"
EE DETAIL AND
OTE 1 I
314"
1 1114'
I A
TI
I
I
LETTERING
ISOMETRIC
24"
7 OR S EQUAL SPACES �•{
f DIRECTION FLOW
1 5l8' MAX. J
SECTION A
NOTES:
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 51W-11 NO IT Z' ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY
MANUFACTURER.
2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
REQUIREMENTS.
3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00,
SEE NOTE 1
SECTION B
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.20
a PUBLIC WORKS PRO
DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 1
DATE
SURVEYED: SCALE:
4 SITE SURVEYING, LLC
DESIGNED:
D. L. OFFE, P.E.
DRAWN:
ONE INCH
CHECKED: AT FULL SCALE
IF NOT ONE INCH
REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
E rxN. yCRE515EE NOTE rl a MAN.
(BEENOTESI
_ --
_
(eEENOTEB)
ICU OF PAVED
DRIVII REQUIRED
)e' RPAN&WN qWT IIYI.I
IMF S .PUN IIW
CE
CC
SK
3
cc�
iW
SEE NOTES
g
�
RAI.P WITH IM IV
SEE NOIEt J
B
CEMENTCONCRETE J
9LOPEIttP1
LURSENOIE]I
3 e•CONTRACTIpNJOINTrTYPI J
(SEE STo
PUN ITn PLAN VIEW
rNKa
~-
jm 8�
a ]%NAx. SEE NOTEeMP)
:I
8'IAN
t.,
- d•NIN
C...EreY/AI.I(
W ExPAA]gN NOWT
frYP 1 IB!! NOR ]I
sECTON O
IIEE Sm. PAN 1..
-
SEEM. M
I0+. D6FERERLE WSfOPE I.Wf
\` -pRIVEWAY Wl ttNE eLOPE 140PE e1N]VMExACGEMTE01
I _ 6v. l i
CEMENT
CONCRE'E
SIDEWALK
TYPE R18 - ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER)
CEMENT CONCRETE
CURB & GUTTER
(SEE NOTE al
For NOTES STD. PLAN 104.2
STD. PLAN - 104.3
o PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPP 4,FWD:
�N�o2 DEPARTMENT ENTRANCE - TYPE RIB OA
AT:
If
Gregg Zimmerman. Public Works Administrator
T RAISED EDGE DETAIL r-0- 6- SIDEWALK
LEVEL ...1 77 ETTEND SI DEW -TRANSVERSE 1'-D' 1'-D" 3B"(IN)PRBAOIDED JOINT FILLER
I/2.9N)R I JCIMS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE
HIM DING 2.0%, I VP' (IN) ItMr.) -
• I FOR CURB DETAILS SEE
SEE STD PLAN 101
m 1'OM0. !..• WSJ r 1 �E70STINGROADWAY
SK Axv' �r ,�)•. CRUSHED ROCK a45
4M,TM--
SEE RASED EDGE
r1N.
• SIDEWALK( DETAIL -THIS SHE TYPICAL LNDCR (,CIE®SURFAONG TOP COURSE(CSTC)
AL C� SIDEWALM .FM TO 95% MODIFIED PROCTOR
WITH RAISED EDGE (UNLESS REQUIREMENT WANED er
1?(N4R(fYP,) ENGINEER)
SIDEWALYPICALK CSTCUNDERNDER ALL Re.
I ' 1 &% FOR CURB DETAILS CURB & GUTTER TO BE E THICKNESS OR
N J11 SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK
]M P BASE, WHICHEVER IS GREATER(TYP. FOR
ALI CURB IS GUTTER)
FINISHED GRADE V(IN) BELOW
2'TOP OF CONCRETE SURFACE
ADJACENT TO CURS 1, p MIN
SIDEWALK .
IN)RIp"Ill
ROU DING 1/2'I
�� -� 1.1% FOR CU Full DETAILS
r SEE STO PLAN 101
e N .. 7
BRIDGE OR PEDESTRIAN
RAILING . •�•
FOR CURB DETAILS ADJACENT TO CURB
BVRRIER-SEE SIDEWALK SFF "STD PLAN 101. (STEEP Flll SLOPES)
CONTRACT PVJ1S
I ALL OR BMRIER
FLUSH / I SIDEWALK
1.5%
t •N 112" N)R
VERTICAL WALL- '�'1•'•' -
SEEDETAIL •'
01e' (IN) PREMOLDED
FILLER
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL VI
PREMOLDED
JOINT FILLER
SIDE BUFFER STRIP
TREATMENT SIDEWALK ADJACENT TO WALL DETAIL
(SEE NOTE IIISIDElYA11(
SECTIONS 17 (IN) R.
(TYP') FORCURB DETAILS
SEE S'D PLAN 101
• - - BROOMED FINISH
"�rY?' 11t• •• •• OR MATCH EXISTING
4' WIDE. SMOOTH
TROWELED PERIMETER
FINISHEDGRADEFOR PLANTING LOW OF
IF
,� / lll'f""'
SURFACE FOR PUNTING -FLUSH IF PAVED ,•
Id. q ' V ^ CEMENT CONCRETE CURS
ADJACENT TO BUFFER STRIP Ce/ (CURB AND GUTREF SHOWN)
FOR CURB DETAILS
SEE STD PUN 101
NOTES
�I
1. Four feet of the sidewalk width shall CONTRACTION JOINT
6a the minlmLm pedestrian IN SIDEWALK( ONLY •�►I�4
accessible mule,
•._I free of vertical ► • . 41 Ao •.•
and horizonta obstructions. Gratings, r7 ►' • • 4 '
Access Covers, Junction BcI _ FULL -DEPTH EXPANSIJOINT IN BOTH
Cable Vaults, Pull Boxes and other �\ - CURB AND SION DEWALK(SEE STD PUN 101-1) • •
appurtenarLces within the sidewalk �
must be flush With surface, and matchs'B• C CONTRACTION JOINT
grade of the sidewalk. JOINT ANDFINISH ill
DETAIL • .
2. Monolithic Cement Concrete Curb and
Sidewalk Is not • ,P� T permitted ID new For other referenced NOTES sae • • ..
:Of struction. When replacement work STD PLAN 104.2.
necessitates a Monolithic Cement
2oncrete Curb oulld per W500T JOINT OLLDLER
Standard Plan F-30.I M3. Paved Surfaces must comply with
STD PLAN 1021 as applicable. E FULL -DEPTH
.
3. Concrete to be4,000PSL pP
EXPANSION JOINT
L,�
PUBLIC WORKS
CEMENT CONCRETE
SPD• PLAN - 102
PPR,1''
„`
DEPARTMENT
SIDEWALK
:CIS AN
CITY OF
RENTON
[;R
. e
Planning/Building/Public Works Dept.
0 1••1
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
jchavez 09/09/2019
FRONTAGE IMPROVEMENTS
TUSCANY CONSTRUCTION, LLC
CITY STANDARD DETAILS
5626 NE 2nd STREET
RENTON, WASHINGTON
DATE:
07/15/2019 (
PAGE:
SHEET: Z OF: 7
1W
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