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EXPANSION JOINTN
OTE:
2 LAYERS 4"
WHITE PAINT
3/4"0x18' LOAD TRANSFER
STRIPE
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14 ® 18" O.C. EACH SMOOTH DOWEL BAR W/MIN
SMOOTH
DUMMY JOINT ®20' O.C. 3/16"x1 1/2" FIXt ON -SIZE USE ONLY
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C7
WAY MIN 2" COVER 9" EMBEDMENT ® 12" O.G
PREMOLDED CONT MASTIC JOINT STRIP
R, 3"
(SAWCUT JOINT ® CONTRACTOR'S OPTION)
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4" MIN CONCRETE-
ONCRETE
1.
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"
BROOM SIDEWALK
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FlNISH
INNINNINNI
00 0 0 0 0 0
2 /2"
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EACH PARKING SPACE RESERVED FOR PERSONS
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4"
METAL POST NOTES: WITH PHYSICAL DISABILITIES SHALL BE
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IDENTIFIED BY A REFLECTOR ZED SIGN
0 000' 0 Opop�pooppooppoopp`N Anoppop
0 0 0 0 0 0 x 0 0 0 0.0 0 0 0.0 0 0
4" MIN CRUSHED SURFACING
1. METAL POSTS SHALL BE TELESPAR WICK PUNCH PERMANENTLY POSTED IMMEDIATELY ADJACENT
LzYi
TOP COURSE
5'
POI TO AND VISIBLE FROM EACH STALL OR SPACE
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2. FOR IN -SIDEWALK INSTALLATIONS, CORE 4" DIAM. CONSISTING OF A PROFILE VIEW OF A
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6 CEMENT CONCRETE
HOLE. ANCHOR LENGTH MAY BE DECREASED TO WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK
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PAVEMENT 4000 PSI
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12". BLUE BACKGROUND. THE SIGN SHALL NOT BE
3" COMPACTED DEPTH 5/8" MINUS
,0
3. POST SHALL BE ROLLED CARBON SHEET STEEL, SMALLER THAN 70 SQUARE INCHES IN AREA
F
CRUSHED SURFACE TOP COURSE
NOTE;t
ASTM /570 GRADE 50 AND BE HOT DIPPED AND SHALL BE CENTERED ON AND JUST
a
GALVANIZED AASHTO M-120 YIELD STRENGTH BEYOND THE FRONT EDGE OF THE PARKING
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3" COMPACTED DEPTH 1-1/4" MINUS
1. MINIMUM CONCRETE 3000 P.S.I. (5 1/2 SACK).
60,000 PSI MIN. POST SHALL HAVE 7/16" STALL. SIGNS MAY ALSO BE HUNG ON THE
CRUSHED SURFACE BASE COURSE
2. PLACE TOOL JOINTS ON WALKWAY WITHIN ROW TO MATCH EX SIDEWALK SCORING
DIE -PUNCHED KNOCKOUTS ON 1" CENTERS FULL WALL AT THE INTERIOR END OF THE PARKING
PATTERN. TOOL JOINT ON-SITE SHALL BE PER SHEET L001.
LENGTH, FOUR SIDES. SPACE. SIGN MOUNTING HEIGHT SHALL BE 60
III
NOTES: 12" (MIN) GRAVEL BORROW COMPACTED TO
3.IF WALK IS OVER 7' WIDE, PLACE LONGITUDINAL DUMMY JOINT WITHIN WALK
4. ANCHOR SHALL HAVE 4 7/16" HOLES ONE EACH INCHES ABOVE THE PARKING SPACE FINISHED
95% MAX DENSITY PER ASTM D1557, OR
TO CORRESPOND TO JOINTING PER LANDSCAPE.
GRADE.
SIDE 2" FROM TOP END. FINISH SHALL EE ZINC
1. PLACE CONTRACTION JOINTS AT MAX 10 O.C. EXISTING SUBGRADE MATERIAL FIRM AND
4. WHERE REPLACING EXISTING WALK, START NEW WALK AT EXISTING JOINT. MATCH
HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM N ADDITIONAL SIGN SHALL ALSO BE POSTED,
LL.
UNYIELDING AS DETERMINED BY A 3 -PASS
BOTH DIRECTIONS ON SLAB. CONTRACTIONA500
EXISTING SCORING PATTERN &CONCRETE FINISH.
V-4"
GRADE B. IN A CONSPICUOUS PLACE, AT EACH ENTRANCE
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JOINTS SHALL BE MADE BY SAW -CUT OR PROOF ROLL WITH A FULLY LOADED DUMP
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TWO LAYER 8 11
5. DRIVE RIVETS TO BE 3/8" DIA. OFF-STREET PARKING FACILITIES, OR
TOOLED INTO CONCRETE DURING PLACEMENT. TRUCK.
WHITE PAINT
E TE06
6. CORNER DOLTS TO BE TLCB516M. IMMEDIATELY ADJACENT TO AND VISIBLE FROM
IM
2. CONCRETE FINISH & JOINTING PER NTS
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NTS /
MS
3
EACH STALL OR SPACE. THE SIGN SHALL BE
NOT LESS THAN '7 INCHES BY 22 INCHES IN
HEAVY DUTY CONCRETE PAVEMENT
CONCRETE WALKWAY L
ADA STALL AND
BLOCKOUT STRIPING
LANDSCAPE
IN
SIZE WITH LETTERING NOT LESS THAN 1 INCH
IN HEIGHT, WHICH CLEARLY AND
NOTE:
CONSPICUOUSLY STATES THE FOLLOWING:
FOR ON-SITE USE ONLY
CORNER BOLT SIGN POST SQUARE SEE NOTE 7 SI UNAUTHORIZED VEHICLES PARKED IN
X 2", 14 GAUGE DESIGNATED DISABLED PARKING SPACES NOT
2^ 0 QUICK PUNCH DISPLAYING DISTINGUISHING PLACARDS OR
5-1/2"
2' MINIMUM
L GROUND SURFACE LICENSE PLATES ISSUED FOR PHYSICALLY
SLOPE VARIES
DISABLED PERSONS MAY BE TOWED AWAY AT
HEAVY DUTY
7'R,
AN
,. OWNER'S EXPENSE. TOWED VEHICLES MAY BE
ASPHALT PAVEMENT
6 -FOOT WIPE
g^ \ e.� RECLAIMED AT ____________ OR
HEAVY DUTY CONCRETE
ASPHALT
RECYCLED PLASTIC
____ __ OR BY TELEPHONING
uoy uoy OR PERMEABLE PAVEMENT (I�I 6'
PAVEMENT
WHEELSTOP (GREY)
- ---- "
22" v -------------
8
ALOWERSUPPOSIGN POST
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RESERVED RESERVED
PARKING PARKING
2.5" X 2.5 O.D.
ANN >A
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2 jam^ M " 7 GAUGE, LENGTH
5 SEE NOTE 5
A
ASIGN
ASSEMBLY
jN'LOWER
SIGN
v
o o SIGN POST ° ° POST SUPPORT10"
MIN
ASPHALT PAVEMENT EMBED
DRIVE RIVET OR V ATTACH SIGN WITH
WMIN
0°0
o 0 0 HEX BOLT TYP ^�CAST-IN-PLACE ( ) 2 DRIVE RIVETS
2 - #4 CONT. CONCRETEo
o SEE NOTE 5
y �
�{3 REBAR PRE -DRILL
° ° BOLT STOP FOR
CONCRETE THICKENED EDGE
5/8" HOLE & FILL
0 0 SIGN POST
7-3/4" 4" MIN CRUSHED SURFACING
W/ EPDXY
0 0
TOP COURSE
1906EI111C VIEWITS
s 5
NN
CONCRETE VERTICAL CURB TYPICAL 6
7
NTS p
ADA SIGN W POST 8
ASPHALT CONCRETE TRANSITIO
PLASTIC WHEEL STOP
PERVIOUS CONCRETE PAVEMENT AND CHOKER BY OTHERS
FANEA— I, ASMI
A
INSTALLATION OF BASE BY CONTRACTOR REMOVE 12"
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MATERIAL
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\�/.l1� FOWLED BY SILT OR
OTHER DELETERIOUS
SUBGRADE RECEPTOR 10" DEPTH PERVIOUS CONCRETE PAVING MATERIAL (BY
APPROXIMATLY 7.5' BY OTHERS
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OTHERS )
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BELOW EXISTING GRADE 1" CHOKER COURSE PER GEOTECHNICAL
SUBGRADE TO BE RECOMMENDATIONS BY OTHERS
GDMFlRMED BY
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GEOTECHNICAL NON WOVEN GEOSYNTHETIC FABRIC PER WSDOT 9-33.2(1)
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-
R-398715
RECOMMENDATIONS 36" MIN RECHARGE BED MATERIAL
CEMENT CONICUTTE
eSECIL
EX SUBGRADE GEOTECHNICAL ENGINEER TO REVIEW INSTALLATION
1. MINE MARM COMINGmc aaerte.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RECEPTOR SOIL
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DAMAGES PJAWNT
I NE INTENT NET TEN DAMN IS AS NEWARK PAYMENT
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DEVELOPMENT ENGINEERING
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SURFACE WATER UTILITY O
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NOTE: PREPARE AND PROTECT SUBGRADE PER WIN GSP 2-06.3(3) SUBGRADE FOR PERMEABLE
—_�M ,
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IFltz-JamR$ 02/15 2018
INS02/15/2018
PAVEMENTS. COMPACT TO A DEPTH OF 6" TO 909-92% OF MAXIMUM DENSITY PER WSDOT
2-03.3(14)D. OVERCOMPACTED SUBGRADE SHALL BE SCARIFIED TO S" MIN. AND
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RECOMPACIED.
DEPARTMENT
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NTS
COR STD PLAN 103- CURB AND GUTTER REPLACEMENT
HEAVY DUTY PERMEABLE PAVEMENT 9
J. COR SAID PLAN 101 - CEMENT CONCRETE CURBS O
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1"=20'
Mme" HAD �", ,
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CITY OFSeattle,
� RENTON
FIRE STATION 15
1404 N 30TH STREET
SITE 2017
1932 First Ave Call 3 Working Days
Suite 201
WA 98101 Before (�`�`You DIG!
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PERMIT RESUBMITTAL 2/12/18
`�4WSSIONATt
orae WP
°"°°"p.
ANSEN
°R SMN
206.725.1211 9,y °\
PERMIT RESUBMITTAL 1/29/18
RENTON, WA 98056Imm
f. 206.973.5344
�g p BID ADDENDUM NO. 2
Planning/Building/Public Works
Dept.
C4.01
M FULL
DATE
APPR
engineering pllc www.lp4engine ngmm 7-800-424-5555
NO. REVISION BY
MAN000Ofc""`
UTI fTY AND PAVING DUALS
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