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FACE OF CURB
6 1J2"}
51,2 1"
112" R. 4 1" R, 1:24
TOP OF
�.' 1/2' R. ROADWAY
1 _
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 112
FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
TOP OF
1/2" R• ROADWAY
1, 6 �t.
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
6" CEMENTCONCRETE
1/2" R, 1" R SIDEWALK RAMP
VARIES OR LANDING
FROM
6" TO O
3/8" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
6r2"
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
p' IQ" R. ROADWAY
L. "` t
2^ v _
r 1
1'- 6
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
6 112"�
5 V2 T'
1/2" R I'R.
FACE OF ADJACENT CURB 7 ` i
TOP OF
ROADWAY
GUTTER SURFACE t.
1" R.
I I
8 114"
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. Not used.
3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2
STD. PUN
PUBLIC WORKS CEMENT CONCRETE CURBS 03P 101
DEPARTMENT � a
NL
(,,rep.- Zimmerman. Public Works Administrab
�---��.-� ISEE CONTIJACn -.". -
ROUY DING 2 0'I' 1f2' IIN' R T)'P.)
1 - CURB NOT INCLUDED IN 810 ITEM -
SEE F1Ai5E0 EDGE 3:fi11NI PREiMOLOED=t-+»'
1' -0 SIDEWALK DETAIL •• THIS SHEET JC!INT PfLLER
ALL CUT MIN. (SEE CONTRACT) --
SLOPES
if2" (IN) R. ITYP.1 WITH RAISED EDGE
S'O R a �.0'.n tj o' f a ; UPS NOT INCLUDED IN 810 ITEM -
18 (IN) PREMOLDED '+"'"
JOINT FILLER {� FINISHED GRADE (IN) BELOW
SIDEWALK
- TOP OF CONCRETEE SURFACE
'
ADJACENT TO CURB ,1. 0. 1' 0' MIN. (SEE CONTRACT)
1/2' (IN) R. (TYP.)
RUU DING
2 C"'_ - 1 S'A CURB NOT INCLUDED 1N BIO ITEM-
BRIDGE. OR PEDESTRIAN`PREMOLDEO �•.: WALL OR BARRIER
RAILING JOINT FILLER
ADJACENT TO CURB
(STEEP FI-L SLOPES)
BARRIER - SEE SIDEWALK
CONTRACT PLANS (SEE CONTRACT) WALL OR BARRIER
f I,, yNi R (TYP.t r. ... _.. ,.
FLUSH T� � 7 51
." � CURB NOT INCLUDED IN BID ITEM - ( ,..-.
SIDEWALK
5'7' •tea+ "_ Wh
t' 1141 RVERtICAt. WALL- 38 (INI PREMOLDED
SEE DETAIL JOINT FILLER(TYP.) I ,'®+ P • " oJJ�
i 3�8` IOEO
ADJACENT TO CURB AND RAILING OR WALL (INI PREMOL
JD)NT FILLER
SIDEWALK BUFFER STRIP
(SEE CONTRACT) ISEE NOTE 10)
v2' IN) R. SIDEWALK ADJACENT TO WALL DETAIL
(TYP•) F CURB NOT INCLUDED IN BID ITEM -
' Y5 764; MIN
tY°1aiySt}� 5',. s1• )SI LEVEL Ir<
FINISHED GRADE I"' (I NI BELOW TOP OF CONCRETE
SURFACE FOR PLANTING - FLUSH If PAVED ' y IV.
+ `v
ADJACENT TO BUFFER STRIP 40 I IIN)R �.s • ' l.�
BROOrdEO FINISH-
/'�� y L Al' WIDE SMOOTH
Q" �,�'' a'•, ' TROWELED PERIMETER RAISED EDGE DETAIL
EXTEND SIDEWALK TRANSVERSE
JOINTS TO INCLUDE RAISED EDGE
N N CEMENT CONCRETE CURB
(CURB AND GUTTER SHOWN)
NOT INCLUDED IN BID ITEM
For NOTES see STD PLAN 104.2.
Paved surfaces must comply with
`I \ STD PLAN 102.1 as applicable
CONTRACTION JOINT � IF---�-
\INSIOEWALKONLY
EXPANSION JOINT IN BOTH
�"• !j CURB AND SIDEWALK I SEE Sib PLAN 101 1. ' • -, ?• O . ' •' ? O
- OEM �„ ,z• = ...t�.. .,a i.•..in '.. .. _.._
JOINT AND FINISH JOINTfDLLER '
?' DETAIL E EXPANSION JOINT C ; CONTRACTION JOINT
N Q
Q
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�•`
PUBLIC WORKS
DEPARTMENT
CEMENT CONCRETE'
SIDEWALK
PLAN
- 102
PT'ROFD
)_.
AS -BUILT
"CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY BARGHAUSEN CONSULTING ENGINEERS, AND MAY
INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD
CONDITIONS AS DETERMINED BY ME (ALI SADR) OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 07-26-2019."
SIGNATURE: all -I a d
CONSTRUCTION NOTES AND DETAILS
RECORD DRAWING
CEMENT CONCRETE
/ CURB & GUTTER
r (SEE NOTE 3)
CEMENT DEPRESSED MONOLITHIC
CONCRETE
C SIDEWALK
(SEE D&ETGAIL TF13 SHEET)
err
TYPE C2B - ISOMETRIC VIEW
JY (COMMERCIAL, WITH BUFFER)
NOTES
1. When a driveway width exceeds 15 feat, construct a full depth
expansion joint with 3f8" Joint filler along the driveway lano lines
. FACE Or CURB
(see std. plan 102). Construct expansion Joints parallel with the
BEE�Cj - SEE
i- ON SHEET CURB DETAIL
S
centerilne as required at 15' maximum spacing when driveway
THIS
CONTRACTIONJOINT a 1/X ms
widths exceed 30'.
sTO PLAN 102 5 +m ,.
P OF
ROADWAY
2. See std. plan 102 for sidewalk details,
3, Curb and gutter shown, other curb designs may be specified.
See Bid. plan 101 for curb details.
1I
I °
4. Not used.
_" _.-....#..
5. The engineer will design all driveways to Include elevations at all
NOTE DRIVEWAY LONGITUDINAL EXPANSION
points marked with symbol "X". All elevations are at the back of
JOINTS SHALL BE FULL DEPTH
DEPRESSED MONOLITHIC CURB ii GUTTER DETAIL
curb top on uphill side,
6, Not used,
7. For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10). The expansion Joints (see Bid. plan 102) shall be
spaced as shown in the corresponding isometric view.
8. Slopes shall comply with sections 11303.2.1 Or R303.2.2 OP
FACE OF ADJACENT CURB
R303 2.3 of the Revised Draft Guidelines for Accessible Public
;__ 1"
Rights -of -Way, of Novembcr 23, 2005 (PROWAG).
f% } f;_ --'"
9. Curb returns for any Type C-MAX Driveway may be approved on
~--- -- `I -
r,
a Case -by -Case basis,
p, 1" R. --GUTTER SURFACE
•
R
10, STREET STANDARDS = Renton Municipal Code (RMC)
�" ".
Title IV Development Regulations
'
,
CHAPTER 6 STREET AND UTILITY STANDARDS
Section 4-6-060 STREET STANDARDS
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS = Renton Municipal Code (RMC)y____...._
Title IV Development RegulationsW3
DriV6Example: TYPE C10
CHAPTER 4
R=Resldentlal C=Commerdal ...- - -- -----------I j
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
Section 4-4-080 PARKING, LOADING AND DRIVEWAY
(MAXa Lane Commercial)
REGULATIONS
B=Buffar(PlarttingStrip), BIanID:NoSuftr - ----- f
+I°o P(:BLIC WORKS
\� DEPARTMENT
CE E T CONC ETE VE AY
ENTRANCES NOTES AND DETAILS
SM. PLAN - 1042
ar
I CLEAN SURFACE AND BOTTOM AREA,
PROVIDE UNIFORM CONTACT.
THE SURFACE AREA OF THE BASE SECTION MUST
BE GROUTED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION.
BASE SECTION
SEE NOTE 4
NOTES
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED 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 GROUT iN PLACE IN ACCORDANCE WiTH 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. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y22 BOND,
5. ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT
6. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATERTIGHT.
7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR
MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSi AT 7 DAY PER APWA STANDARD
SPECIFICATION 9-20.3
8. PICK/ LIFTING HOLES ARE TO BE GROUTED WATERTIGHT.
PUBLIC WORKS I CATCH BASiN INSTALLATION
DEPARTMENT j(
1IT [13mm] LETTERING
BOLTHOLES- 3 PLCS EQUALLY SPACED 190'
�O��Uj pb1TS - Lb(>qr� �T APART ON 231/16"(586mm)dA B.C.
r
RENTON
AHEAD OF THE CURVE
r ..
DRAIN
(1) 1" (25mm)
\ DIA PICKHOLE
\` 0 1 114" [32mm] LETTERING
PLAN VIEW
25" DIA. _
[635mm] 1"
mm]
3/4" (25
[79mm]
8 3W 2112"
------- - [222mm] [64mm1
TYP
COVER SECTION VIEW
26 1/2" DIA
[673mm]
25 1/4" DIA
[641mm1 11/16"
1W (6mm) DIA (27mm]
NEOPRENE GASKET
6
[t52mml
s. J 23 318" DIA CL OPEN _ f
[16mm] [594mm]
275116'0IA _
(694mm1
34 1/8" DIA -
[867mm]
FRAME SECTION VIEW
STD. PLAN - 202.00
MARCH 2O08
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
518 =11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
114" i 1fi6"
[Bmm] (27mm]
Ile,
[3mm1
le,
[R3mml
GASKET GROOVE DETAIL
NOTES
ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. Na 3717C1
OR APPROVED EQUAL
-
PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLAN 204.50
+ DEPARTMENT
MARCH 2O08
F RENTON STANDARDS
P�1 SA�R
�E W A Syi
24661 �`)z
/ S T E`��
S/DNA L ECG
07/26/2
RENTON HOTEL PERMIT #U15008433
ENGINEER:
BARGHAUSEN CONSULTING ENGINEERS
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CONTACT: DAN BALMELLI
Olp ITEM IINCt UDES SIDEWALK RAMPS
VARIES (SEE
I i
1
IO LFOFPAVED I
DRIVEWAY REOI11REp
318"EXPANSION JOINT (TYP.) -�.�.,--3/B"IiXPANS1bNJo1NTrTYPJ i
(SEE STD.I ipil '� �i \�\ESTD.FLAN 11J2) r- GEMENT
` ( CONCRETE
-.._- s1o6wALK
SEE NOTE5�-, ri
i
W I i i I
OON9TRUCTION JOINT �- - - T.. _-'
SEE NOTE 1 - _ (p \ CE CUR 6 NOTE 3 ._i RAMF WITH (I 1V ��
SLOPE(TYWJ
3.8' CONTRACTION JOINT (TYP.I
(SEE 5TD PLAN 1w) _ PLAN VIEW
(TYPE 03 SHOW(, 1 & C2 Bj -MAX SIMILAR)
L.. VARIf3 I
! fb's E"R6Y€i0) _._ B.eh MAX. AI'r NC1t6.AnYP).
10"MIN. pEFREBSEp C.fARSBptit tER....,.
- G M1UN (SEE NOTE 3)
E E A6NT GUNrRETE \ \
SIDEWALK "� L"'ExNAN51UN JOINT rrYP.) �-
SEC710N -.. (8EII "TD. PLAN IA2} SIDEWN,K WID1H,. i '\•
112.Pt
LIA DIFFERENCE IN SLOPE MAX ---� _ , `5 a
_- X \\ [
\� T � .. .DRNEWAY W 81TIvE SLOPE (SI.tWE SYIOYJ.N EXAGGERATED!
_ .. - ..r,1 I i,Y11V�
_,. .
"'�,fm-�'V Y"^-:`--•-, DRIVEWAY ".� j L_ 1D MIN~DRIVEW�Io'MtN.
NEGATIVE ASL<IPE``Y W1 S pPE-_ ".=SECrION 9
SHOWNCYACICEIUTED.
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCE - TYPES CID, C28,
C3113, and C-MAXB (WITH BUFFER
_EXISTING ASPHALT
PAVEMENT
SAWCUT
(SEE NOTE 2)�
ARTERIAL STREET MINIiv1UM.
7" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM 1
4" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
2.0' MIN.
(SEE NOTE 2)
For NOTES see STD. PLAN 104.2
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
STD. PLAN 104.4
NEW CURB _
& GUTTER
1
S
STD, PLAN - 103
PUBLIC WORKS CUR AND GUTTER PPRO D
DEPARTMENT EP CEMENT DETAIL 2 aiE
��,Hats
W
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2
20fi ij�'� ° , CO
Q-
`T�NG ENG�N�`G
CITY OF RENTON
COMMUNITY AND ECONOMIC DEVELOPMENT
CONSTRUCTION NOTES AND DETAILS
DESIGNED AS
DATE 09/14/2015 FILE NO.
DRAWN MB
CHECKED AS SCALE N/A FIELD BOOK PAGE_
APPROVED CIO ZO
DIRECTOR OF PUBLIC WORKS SHEET OF
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