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PLANTING BED AREAS
1211
SOIL AMENDMENT DETAIL
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4" TO 4.50"
TT
C7
12" TO 12.50"
3" DEPTH CEDAR
GROVE COMPST
1-3/4" OF COMPOST
INCORPORATED
INTO TOPSOIL TO 8" DEPTH
SUBSOIL SCARIFIED 4" BELOW
COMPOST AMENDED
LAYER (12" BELOW SOIL
SURFACE)
1"0 HOLE FOR 3/4"0 X 20" LONG
REINFORCING BAR ANCHORING PIN
(INSTALL 2 PINS PER WHEEL STOP
(2) #4 CONT. 1/2" TO 1" BELOW TOP OF WHEEL STOP)
r 1" TO 2" 1
FINISH GRADE
5„ TO 6" 5" TO 6"
12" TO 14"
6'-0"
NOTES:
1. PRE -APPROVED WHEEL STOPS ARE 'FOGTITE' BUMPER GUARD OR 'UTILITY
VAULT' BUMPER CURB PORT STYLE.
2. HOLD VEHICLE SIDE OF WHEEL STOP 2'-0" TYPICAL FROM ADJACENT
CONCRETE WALL, SIDEWALK OR CURB FACE.
PRECAST CONCRETE WHEEL STOP
SCALE: N.T.S.
RESERVED
PARKING
WHITE LETTERS & SYMBOL ON BLUE
BACKGROUND METAL SIGN , BOLT
TO STL. PIPEPOST (OR TO BLDG.
WALL)
SIGN TO BE PER LOCAL
JURISDICTION REQUIREMENTS VERIFY
STATE DISABLED PARKING
SIZE, SHAPE, & VERBAGE
PERMIT REQUIRED
VAN ACCESSIBLE
ADDITIONAL SIGN AT VAN
ACCESSIBLE SPACE
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m z 1-1/4" GALV. SCHED. 40 STL. PIPE
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SIGN MOUNTING PER
STD PLAN 129/C2.5C
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8" DIA. CONC. FTG.
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ADA PARKING SIGN
SCALE: N.T.S.
A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
2" COMPACTED DEPTH CLASS 1/2" HMA
4" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE PER
WSDOT 9-03.9(3), COMPACT TO 95% MAXIMUM DENSITY PROPOSED PAVEMENT SECTIONS
12" COMPACTED DEPTH STRUCTURAL FILL IF REQUIRED BY
GEOTECHNICAL ENGINEER. COMPACT TO 95% MAXIMUM DRY DENSITY SAW CUT SMO TH VERTICAL
JOINT COAT TO
PREPARED SUBGRADE, SEE SUBGRADE
PREPARATION NOTES ON CO.2
ASPHALT PAVEMENT SECTION
SCALE: N.T.S.
4" WIDE WHITE SOLID 4" WIDE WHITE PAINT
LINE AT EDGE OF STRIPES AT 45°. APPLY
STRIPING PAINT PER SPECIFICATIONS
11,
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"NO -PARKING ZONE"
4" WIDE WHITE SOLID LINE
PARKING STALL AND LANE STRIPE
PAVEMENT MARKING DETAIL
. . . J SCALE: N.T.S.
GALV. CAP AT —
END POSTS (TYP.)
TENSION WIRE WITH
--- 24" C.C.
4000 PSI
CONCRETE (MIN.)
PAVEMENT MARKING NOES:
1. ALL PAVEMENT MARKINGS SHALL BE PAINT. ALL
PAVEMENT MARKINGS SHALL COMPLY WITH
WSDOT SPECIFICATION 9-34 AND SHALL BE
APPLIED IN ACCORDANCE WITH WSDOT
SPECIFICATION 8-22.
2. PAINT SHALL BE APPLIED IN TWO APPLICATIONS.
THE TIME PERIOD BETWEEN APPLICATIONS
SHALL BE IN ACCORDANCE WITH WSDOT
SPECIFICATION SECTION 8-22.3(3).
3" POST @ 30' SPACING O.C. TYP.
2" LINE POST ® 10' SPACING O.C. BETWEEN (TYP.)
DIAGONAL TENSION
ROD W/ TURN
BUCKLE
TENSION
BANDS
12" O.C.
-3/4" GALV. TENSION
BAR AT END POSTS
9 GAUGE GALV. CHAIN
LINK FABRIC FENCING
(TWISTED BARBED ENDS)
1" CLEAR (MAX.)
1111111111 111 111=„„III=111-
FINISH GRADE
CHAIN LINK FENCE NOES:
1. ALL GALVANIZED STEEL FENCE
HARDWARE SHALL BE PAINTED BLACK
OR COATED WITH BLACK VINYL.
2. GALVANIZED CHAIN LINK FABRIC AND
TIES SHALL BE COATED IN BLACK
VINYL.
3. PROVIDES DIAGONAL TENSION ROD AT
CORNERS AND END POSTS.
CHAIN LINK FENCE
�vvJ SCALE: N.T.S.
1-1/4" I.D. SCH.40 GALV.
STEEL FRAME (TYP)
ALL EXPOSED VERTICAL 12" OVERLAP
SURFACES IMMEDIATELY OF EXISTING
PRIOR TO PAVING. SEAL BASE COURSE
JOINT LINE WITH HOT
SS-1 EMULSION.
nnuunnuunnwuunnuuunnuunnuunnuunnuunl
rlll—III—III—III—I III UNDISTURBED EXIST.
EXIST. PAVEMENT BASE COURSE
SECTION
ASPHALT PAVEMENT JOINT SECTION
SCALE: N.T.S.
PAINT SOLID �" nAIA1T 0AI In n111C
0-nr 1 ADA PARKING STALL PAINTED SYMBOL
�vvJ SCALE: N.T.S.
22" O.D. SCH. 40 GALV.
STEEL LINE POSTS OR TOP HINGE -
3" O.D. SCH. 40 GALV. (180° SWING)
STEEL END POSTS
END GATE OR
CORNER POST
7'-0'
UNLESS OTHERWISE INDICATED, PLACE
3/8" EXPANSION JOINT WITH PREMOLDED
JOINT FILLER 15' ON CENTER, 1/8"
CONTRACTION JOINTS EVERY 5' BETWEEN
4" THICK 4000 PSI CONCRETE SIDEWALK
WITH BRUSHED FINISH
4" CRUSHED SURFACING
TOP COURSE, COMPACTED
TO 95% MAX. DENSITY
SUITABLE PREPARED SUBGRADE
COMPACT TO 95% MAXIMUM DENSITY,
.d
LIGHT DUTY CONCRETE PAVEMENT
�vvV SCALE: N.T.S.
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BOTTOM HINGE J J J IHIVUHRU IV
(180° SWING) 5' PADLOCK
LATCH FOR RAIL4] 4'-6" (TYP.)
i� PADLOCK DOUBLE
3" I.D. SCH. 40 SWING GATE
GALV. STEEL
CORNER & GATE
POSTS (TYP.) GATE NOTES:
/C2.3C FOR
18" ROUND SECTION 1 APPLICABLE N0SEE DETAIL 8 ES ON CHAIN
4000 PSI CONCRETE (TYP.) LINK FENCE CONSTRUCTION. NORTH
I!CHAIN LINK VEHICULAR SWING GATE DETAIL *FT�ED ADA PATHWAY
SCALE: N.T.S.: N.T.S.
d 4
z NOTE:
HORIZONTAL SCALE: 1"=10'
10 0 10 20
END OR CORNER POST w
a FOR TENSION ROD > 1. INSTALL CONTRACTION sitts&hill
JOINTS AT 10' O.C.
�1,D C. d 6um
L, VO 9G
0 3 1/2" 2. INSTALL FULL DEPTH 4�C,�f `W�� CIVIL I STRUCTURAL I SURVEY
CCDD / EXPANSION JOINTS AT N 4815 CENTER STREET I TACOMA, WA. 98409
12" IL 50' O.C. t V PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
4. IF FENCE COMPONENTS ARE DAMAGED
AS A RESULT OF CONSTRUCTION,
CONTRACTOR SHALL REPLACE FENCE
5. CHAINLINK FENCE AND GATES AT
GARBAGE ENCLOSURE SHALL BE
EQUIPPED WITH FULL HEIGHT BLACK
VINYL SLATS.
• Call 811
• ® two business days
before you dig NO. REVISION
10" .2"
12" R
13" R
2%00
a
0
a
2'-0"
211 CEMENT CONCRETE ROLLED CURB
SCALE: N.T.S.
SURVEYED: SCALE:
Project No.: 19480 Project Mgr.: DCD
MASTER BULDERS
MASTERFIBER MAC MATRIX �� 4&1 46449^� �4
MACROSYNTHETIC FIBER Oic� �CC':S`TE1�'' Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
REINFORCEMENT MIX WITH
CONCRETE AT A RATE OF 3 R-422938
POUNDS PER CUBIC YARD
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
-FOR INTEGRAL Wanders 05/08/2023
POUR WITH
SIDEWALK
e VERTICAL: NAVD 1988
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DESIGNED: NOTED HORIZONTAL: NAD 1983/1991
DKM/RJJ
DRAWN:
KLK/DKM ONE INCH DATUM
CHECKED: AT FULL SCALE
DCD IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
DCD
CITY OF
RENTON
vugv
Planning/Building/Public Works Dept.
BROTHERTON CADILLAC - RENTON
SITE/PAVING DETAILS
(PRIVATE)
DATE:
FIELDBOOK:
PAGE:
DRAWING NO:
C2.3C
SHEET: OF:
12 39
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