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A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
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Ss ' ....:..., �14 M _ NO PARKING
22 / T23"�NO PARKING" _ VACATEDYR. RENTON
CIT10
ORPERDIN NCE199606140284
z4.o4 L° ' REC.
STORM CATCH BASIN
TYPE I
HORIZONTAL CONTROL/SITE PLAN (PUBLIC)
SCALE: 1 "=20'
• Call 811
• m two business days
before you dig NO.
REVISION
SURVEYED:
DESIGNED:
DKM/RJJ
DRAWN:
KLK/DKM
CHECKED:
DCD
BY DATE AP P R APPROVED:
DCD
TELEPHONE
RISER
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
T VVIY IiI\L IL
161 /CI STA RS TO
II BA EVE-N T
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
TT
I BAl
RETAINING
WALLS
DRAIN
1 N�
WA TEA
T� 1
STAIRS
\ _ BASEMi
I ACCES:
YARD �2c
DRAIN
EXI S i
I I BUILL
I /
0�/
x
�1 N0 PARKING"
,14
i
NORTH
HORIZONTAL SCALE: 1"=20'
20 0 20 40
C TY OF
RENTON
Plan ning/Building/Public Works Dept.
LEGEND
PROPOSED FEATURES -
ASPHALT PAVEMENT
CONCRETE
CAST -IN -PLACE CURB
X X CHAINLINK FENCE
- - - - - - GRADE BREAK
GENERAL NOTES
1. SEE APPLICABLE SITE PLAN AND PAVING NOTES ON C2.26
2. SEE L1.0B FOR PROPOSED PRIVATE LANDSCAPING RESTORATION. EXPOSED
SURFACES WILL BE COMPOST AMENDED PER DETAIL 200/C2.3B
3. ASPHALT PAVEMENT MARKING PAINT SHALL COMPLY WITH WSDOT
STANDARD SPECIFICATIONS 6-07 AND 9-08
4. ALL RADII DIMENSIONS ARE TO THE FACE OF CURB, WALL, FLOWLINE, OR
SIDEWALK, UNLESS OTHERWISE NOTED
5. CATCH BASIN STENCILING SHALL BE APPLIED AT ALL CATCH BASINS (WITH
A GRATE) IN PAVED AREAS PER CITY OF RENTON REQUIREMENTS
6. WHERE CONFLICTS OCCUR WITH PLACEMENT OF NEW FACILITIES, THEY
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BY THE
CONTRACTOR, AND WILL BE RESOLVED BY THE ENGINEER
7. ALL DAMAGED CROSSWALK AND STOP LINE PAVEMENT MARKINGS NEAR
PROJECT SITE SHALL BE REPLACED WITH IN -KIND HOT EXTRUDED
HYDROCARBON THERMOPLASTIC MATERIAL
8. SEE WSDOT STD PLANS F-40.12-03/C2.3B, F-40.15-04/C2.4B, AND
F-40.16-03/C2.5B FOR CONSTRICTION OF SIDEWALK RAMPS TO 12TH ST
AND MAPLE AVE.
KEY NOTES
1� INSTALL ASPHALT PAVEMENT PER 201 /C2.3B
2� INSTALL ASPHALT PAVEMENT JOINT PER DETAIL 202/C2.3B
INSTALL PAINT MARKINGS AS NOTED
3� -SEE DETAIL 203/C2.3B FOR NO PARKING ZONE MARKINGS
4� INSTALL CAST -IN -PLACE CURB PER DETAIL 204/C2.3B
S�INSTALL CURB AND GUTTER PER STD PLAN 101/C2.4B
INSTALL CONCRETE SIDEWALK PER STD PLAN 102/C2.4B
7� INSTALL SIGN PER STD PLAN 129 AND G136/C2.4B
INSTALL STRUCTURE PER STRUCTURAL PLANS
CONTRACTOR TO PROPOSE ROCK WALL MATERIAL TO ARCHITECT FOR
APPROVAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS
10 INSTALL 2' WIDE DETECTABLE WARNING PATTERN PER WSDOT STD PLAN
F-45.10-03/C2.3B
11 CONTRACTOR SHALL COORDINATE WITH UTILITY PURVEYOR TO LOWER
FRAME AND PROVIDE NON-SKID LID AT COMMUNICATIONS VAULT.
PROPOSED RIM ELEVATION LISTED ON C3.1B
sitts&hill
D C. O
pF w��r CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
f 1 V PHONE: (253) 474-9449 I FAX: (253) 474-0153
` http://www.sittshill.com/
46449 Project No.: 19480 Project Mgr.: DCD
S�oNnt 6�G� �n Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
M
T-422901 R-422910
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Wanders 05/08/2023
BROTHERTON BUICK-GMC - RENTON
DATE:
FIELDBOOK:
PAGE:
HORIZONTAL CONTROL/SITE PLAN C2, 1 B
(PUBLIC) SHEET: 10 OF:29
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A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
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UANU
OR
MOUNTING ON EXISTING
METAL POLE OR LUMINAIRE
" MIN. T
:DGE OF
5/16"11:2-1/2„
GALVANIZED BOLT WITH
GALVANIZED WASHERS.
METAL
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 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 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
90'
FOR REFLECTORIZED SIGNS: MOUNT
FACING Y(degree) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
SIGN FACE ORIENTATION
SIGN POST
LOWER SIGN a 5/16" (IN) CORNER BOLT
POST SUPPORT OR 3/6�IN) FLANGED
SHOULDER BOLT WITH
NUT AND WASHERS ti
2 REQUIRED (TYP.)
BOLT STOP
TOR -SIGN POST
TYPE ST-4 SIGN SUPPORT
LOWER SIGN POST SUPPORT 2.25"
(IN), 7-CAGE, HOT -DIP GALV.,
IN. HEAVY-DUTY ANCHOR
TAM
COMMERCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE
PUBLIC WORKS METAL POST
�J DEPARTMENT (ADOPTED)
\' T
LANDING
GRADE BREAK -
SEE CONTRACT PLANS -
4- Q" MIN.
CEMENT CONCRETE
SIDEWALK - SEE NOTES
FLARE (TYP.) },
YS!' EXPANSION
JOINT (TYP.) - SEE
STANDARD PLAN F-30.40
GRADE BREAK
CURB_ OR CURB
AND GUTTER - --
SEE NOTE 4
FACE OF CURB
MEASURED PARALLEL
TO CURB (TYP.)
SLOPE TREATMENT -
SEE STANDARD PLAN F-30.10
STD. PLAN- 129
PROVED:
A CURB RAMP WIDTH 4'-T MIN. LANDING TO MATCH
CURB RAMP WIDTH -SEE CONTRACT PLANS
LANDING
I GRADE BREAK
CURB RAMP
SEE CONTRACT PLANS - CEMENT CONCRETE
4° - O" MIN. SIDEWALK - SEE NOTE 5
I
I
PROVIDE SMOOTH TRANSMON
TO SIDEWALK WIDTFI
SEE CONTRACT PLANS -
* 4'-B-MIN.
3IT EXPANSION
JOINT (TYP.) - SEE
= - CURB RAMP STANDARD PLAN F'-30.10
I Jr
B' RAISED EDGE DETAIL 1'p S' SIDEWALK
LEVEL ._.J 1? F•XTEND SIDEWALK TRANSVERSE 1'-P 1'-P 319' ON) PREMOLDED JOINT FILLER
Vl OMR I JOINTSTO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE
ROU DING 2_1% 1 IF- (IN) R. (TYP.)
FOR CURB DETAILS
-►•'r, - L SEE STO PLAN 101
1" ON) R � 7 •'r 1� •r' a v STH'I. DWAY
,7,•� _._ - ._ i. CRUSNEDROCK
C T
SEE RAISED EDGE -
1'•0" SIDEWALK DETAIL - THIS SHE L7YPICAL UNDER • (,RUSHED SURFACING TOP COURSE
ALLC MIN. SIDEWNX OMPACT TO 95% MODIFIED PROCTOR
SLOPES WITH RAISED EDGE (UNLESS REQUIREMENT WANED BY
112- (IN) R (TYP.) ENGINEER) TYPICAL UNDER ALL CURB,
GUTTER 6 SIDEWALIL CSTC UNDER
-�.0% j FOR CURB DETAILS CURBd GUTTER TO8E6'THICIOJESS OR
t5% SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK
1� OR BASE, WHICHEVER IS GREATER C". FOR
gfN3 - ••• ALL CURB& GUTTER).
,mow
1 FINISHED GRADE I-(IN)eELOW
' sloEwaLK TOP OF CONCRETE SURFACE
ADJACENT TO CURB 1, o• 1, a MIN.
ROU DING 12' (IN) R. (TYP.)
1 FOR CURB DETAILS
_2.0% tS% SEE STO PLAN 101
NA
s�
BRIDGE OR PEDESTRIAN �` --_._.-. R •fv•°'
RAILING
FOR CURB DETAILS ADJACENT TO CURB
BARRIER -SEE
SIDEWALK SEE STD PLAN IDI. (STEEP FILLSLOPES)
CONTRACT PLANS ,r---WALL OR BARRIER '
11T (IN) R. (TYP.)
J I SIDEWALK
FLUSH 15%
{ ••j TIr N)R
VERTICAL WALL - 7
SEE DETAIL - - : ►'
3' (IN)PREMOLDED J
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL s• OM
PREMOLDED
JOINT FILLER
FOR SIDE BUFFER STRIP
�NT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL
SIDEWALK (SEE NOTE 10)
SECTIONS R,� (IN)
R
1 5% FOR CURB DETAILS
1.5% MIN. _ SEE STD PLAN 101
1 ,• �\ , , 2 ' BROOMED FINISH MATCH EXISTING
"• Jr, 0' 4' WIDE. SMOOTH
TROWELED PERIMETER
FINISHED GRADE 1' (IN) BELOW TOP OFCONCRETE
SURFACE FOR PLANTING - FLUSH IF PAVED
t0'.0 6" 6,
CEMENT CONCRETE CURB
ADJACENT TO BUFFER STRIP O (CURB AND GUTTER SHOWN)
\\ \ FOR CURB DETAILS
'
5,0 \� SEE STD PLAN 101
i z I7a' TO v4-
NOTES �'�- - 5
t
1. Four feet of the sidewalk width shall �� CONTRACTION JOINT
be the minimum pBdeslr)an IN SIDEWALK ONLY ' r r•j
R
'•
accessible route (PN� free of vertical , ► • o .
and horizontal obstructions. Gratings, ►' •' .'•
Amass Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH '
Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE STO PLAN 101.1)
appurtenances within the sidewalk `r
�F�y ye• C CONTRACTION JOINT
must be flush with surface, and match
grade of the sidewalk. JOINT AND FINISH
DETAIL 7
2. Monolithic Cement Concrete Curb and
Sidewalk Is not permitted In new For other referenced NOTES see
construction. When replacement work STD PLAN 104.2.
necessitates a Monolithic Cement j
Concrete Curb build per WSDOT PREMOLDE
Standard Plan F-30.10-03. Paved surfaces must Comply WJOINT FILLERith E FULL -DEPTH
3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable.
EXPANSION JOINT
PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102
DEPARTMENT SIDEWALK • � i.' '" !
rG:° is 1?
NOTES
A
CURB RAMP "DTIH 4" - O" MIN, 1. At marked crosswalks, the connection between the curb ramp and the road -
WIDTHC TO MATCH CURB RAMP Way must he contained within the Width of the Crosswalk markings
WIDTH -SEE CONTRACT PLANS Y 9
I 2, Where "GRADE BREAK°' is called out, the entire length of the grade break
GRADE BREAK hetween the two adjacent surface planes shall he flush-
3, Do not place Gratings, Junction Boxes, Access Covers, or other appurten-
ances on any part of the Curb Ramp or Landing, or in front of the Curb
Ramp where it connects to the roadway.
2'-D•
MIN. BEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan
{ PLANS - 4' - D" MIN. F-10.12 for Curb. Curio and Gutter, Depressed Curb and Gutter, and
BUFFER WIDTH -- MATCH Pedestrian Curb details.
TO CURB RAMP DEPTH {TYP-} 5, See Standard Plain F-30.10 for Cement Concrete Sidewalk Details See
U. Contract Plans for Width and placement of sidewalk_
GRADE v,
BREAK TRANSITION TO SIDEWALK BUFFER, IF 'I• 1. 6, The Bid Item "Cement Concrete Curb Ramp Type does nut include the
1. PRESENT, OR TO BACK OF CURB VYPJ - adjacent Curb, Curt} and Gutter, Depressed Curb and Gutter, Pedestrian
SEE CONTRACT PLANS Curb, or Sidewalks,
7. The Curti Ramp length is not required to exceed 15 feet (unless shown
-- - CURB. OR CURB DEMENT CONCRETE otherwise in the Contract Plans)_ Nfien applying the 15-foot max. length:
- PEDESTRIAN CURB -
- AND Gurr>=R -- -, the running slope of the CurbRamp is allowed to eXGeed 8.3%D. Use a
DMIGTARLE WARNING SURFACE • SEE NOTE 4 B I SEE NOTE 4 single constant slope from bottom of ramp to top of ramp tc match into
1 SEE STANDARD PLAN F"48.10 DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet Do not include the
FACE OF CURB SEE STANDARD PLAN F-411.10 abutting landing in the 15-foot max. measurement,
DEPRESSED CURB AND GUTTER - (t DEPRESSED CURB AND GUTTER 8, Curb Ramps and Landings shall receive a broom Finish. See Standard
CROSSWALK, SEE NOTE 4 CROSSWALK Specilficalions 8•14.
LL 9, Pedestrian Curb may be omitted if the ground surface at the back of the
Curb Ramp and/or Landing will be at the same elevation as the Curb
CONTRACTION JOINT {TYP) -SEE STANDARD PLAN F-3010 Ramp or Landing and there will not he material to retain.
1
FOR CURB RAMP LENGTHS GREATER THAN 8' -W PROVIDE
PLAN VIEW CONTRACTION JOINT EQUALLY SPACED W - 0' MIN. OC FLAN VIEW
TYPE PERPENDICULAR TYPE PERPENDICULAR S
LANDING
CEMENT CONCRETE
PEDESTRIAN CURB -
SEE NOTE 4
DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER)
SEE STANDARD PLAN F-45.10
4 - O• MIN. 16 - (r MAX. (TYP.) GRADE BREAK
SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE -
GRADE BREAK � 5.0% MAX
TOP OF ROADWAY
A
1 P P
CURB RAMP 91-
DEPRESSED CURB AND GUTTER -
SEE STANDARD PLAN F-10.12
SECTION (A)
CEMENT CONCRETE CURB RAMP "TYPE
PERPENDICULAR "A' PAY LIMIT- SEE
_ DETECTABLE WARNING SURFACE -
SEE STANDARD- PLAN F41I
3" R. TYP. - DEPRESSED CURB AND GUTTER -
SEE NOTE 4
CEMENT CONCRETE CURB
AND GUTTER- SEE NOTE 4
CURB RADIUS DETAIL (B )
CEMENT CONCRETE CURB RAMP "TYPE
PERPENDICULAR "B' PAY LIMIT
(LEGEND
SLOPE IN EITHER DIRECTION
1.5%OR FLATTER RECOMMENDED FOR
DESIONWO RMWORK (2% MAX.)
*
7.5% OR FLATTER RECOMMENDED FOR
DESIGNIFORMWORK (8.3% MAX.)
9.5% OR FLATTER RECOMMENDED FQR
'
DESIGNIFORMW0RK(1U0A MAX.)
ISOMETRIC VIEW ISOMETRIC VIEW
TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT
• Call 811
• m two business days
before you dig NO.
pp Sg
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8 -'018TS
X/ONAL r k
DlgitalN sigr,ea by R. Sc*" Zeller
• 1,-ADa1= z62005.izs+r,f s7Iw,.,
PERPENDICULAR
CURD RAMP
STANDARD PLAN P-40.15-04
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Date: 2020.09.25
14:44:37-07'00'
STATE ❑ESION EN IINEER
TOP Woshinglan $$.be U.partmmlOf T1"06rlci6d
REVISION
FACE OF CUlIli
6 12'_-
512" 1"
1/2" R. - - _ 1" Rr
1.24
L I TOP OF
• 1/2" R. ROADWAY
I
11-61 T
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 Irr --- FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
112 1:24
TOP OF
12" R. ROADWAY
1 -
L
io
1
y V-6'
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
6' CEMENT CONCRETE
1/2" R. - 1'R. SIDEWALK RAMP
VARIES OR LANDING
FROM ; 2
6"TOO 1
6"
1
3!B" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
_ 6 12'�'
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
)^ 12"R. ROADWAY
I
V-6'
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
FACE OF ADJACENT CURB
GUTTER SURFACE
6 1/2' _
5 12" 1"
12" R.
L k
• � TOP OF
ROADWAY
I A
1
8 114"
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. See standard plans 1 D2 and 101.1 for curb expansion and contraction joint spacing.
2. Expansion joint shall be full depth, 3/6" (in.) premolded joint filler.
3. For Depressed Monolithic Driveway Curb 8 Gutter Section, see Standard Plan 104.2
STD. PLAN - 101
• PUBLIC WORKS CEMENT CONCRETE CURBS :.
DEPARTMENT
DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F
O p O p O p
12" X 18" R7-2 NO PARKING (SYMBOL) LEFTIDOUBLE/RIGHT ARROW, TOW AWAY SIGN
WITHIN
t✓
12" X 24" R7-2 NO PARKING (SYMBOL) WITHIN ## FEET, TOW AWAY SIGN
'I
Z LL
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45
so
NO PARKING SIGN ORIENTATION DETAIL
NOTES:
1. NO PARKING SIGNS SHALL FOLLOW THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
2. NO PARKING SIGNS SHALL BE COVERED WITH UV PROTECTIVE FILM, AVERY OL100 OR APPROVED EQUAL.
3. NO PARKING SIGNS SHALL BE INSTALLED ON METAL POSTS PER STD. PLAN 129.
4. NO PARKING SIGNS SHALL BE ORIENTED 45 DEGREES TO DIRECTION OF TRAFFIC, SEE DETAIL, THIS SHEET.
5. FOR DOWNTOWN, BACK OF NO PARKING SIGNS AND MOUNTING HARDWARE SHALL BE BLACK.
**0"
NO PARKING SIGN DETAILS STD. PLAN- 136
PUBLIC WORKS EEI20VED:
DEPARTMENT MartinPastucha 712712022 DATE
:44 1
sitts&hill
-j,D C. O ,
O` pF WASI�� CIVIL I STRUCTURAL I SURVEY
4 /C4 C 4815 CENTER STREET I TACOMA, WA. 98409
r 1 V PHONE: (253) 474-9449 I FAX: (253) 474-0153
r `
http://www.sittshill.com/
46449 Project No.: 19480 Project Mgr.: DCD
SS�OrIAI £.4
Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
T-422902 R-422913
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERINGn.77
NJanders 05/08/2023
SURVEYED:
SCALE:
AS NOTED
VERTICAL: NAVD 198E
HORIZONTAL: NAD 1983/1991
DATUM
•
� r)- C T Y OF
• RENTON
Plan ning/Building/Public Works Dept.
BROTHERTON BUICK-ISMC - RENTON
SITE/PAVING DETAILS
(PUBLIC)
DATE:
DESIGNED:
DKM/RJJ
FIELDBOOK:
PAGE:
DRAWN:
KLK/DKM
ONE INCH
DRAWING NO:
C2.4B
CHECKED:DCD
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DATE
AP P R
APPROVEDCD
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