HomeMy WebLinkAboutR-4335205 1/2"
1" R
FINISH GROUND GRADE
PAVEMENT - N '' =III_,, III ;III ;III
Q. d
NOTE
a
a IT CONSTRUCTION SHALL CONFORM
TO WSDOT SPEC. 8-04.3
a
a
a
7 3/4"
VERTICAL CURB
NOT TO SCALE
50 CM (19.7")
16.7 CM (6.6") 25 CM (9.8")
ENLARGEMENT
SPECIFICATIONS
UNIT SIZE - 50 CM X 50 CM X 2.5 CM OR
1 M X 1 M X
2.5 CM
(20" X 20" X 1 " OR
40" X 40" X
I")
AVAILABLE IN 9 STANDARD
ROLL SIZES
JNIT WEIGHT - 510 GRAMS
(18 OZ.)
OR 2.0 KG (4.5
POUNDS)
;TRENGTH - 1121 KG/C;M
(15,940 PSI)
�OLOR - BLACK
RESIN - 100% RECYCLED HDPE
PLAN
GRASSPAVE2 SQUARES
ADJACENT GRASSPAVE2 UNITS
SEE ENLARGEMENT BELOW
HYDROGROW MIX BELOW RING
SUPPLIED FREE BY MANUFACTURER
HMA CLASS 1/2" PER
WSDOT 9-03.8(1)
3"
6'0 0 0
-CRUSHED SURFACING
BASE COURSE PER
WSDOT 9.03-9(3)
12" COMPACTED
NOTES: SUBGRADE TO 95%
1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
2. THE CONTRACTOR SHALL EXPOSE EXISTING SUBGRADE, PROOF
ROLL AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE
ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH
IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL
REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL
ENGINEER.
PAVEMENT SECTION
NOT TO SCALE
10" 6"
BOTTOM OF CEMENT CONCRETE
CUT/SAWED JOINT o 2.5" 5" L. 2.5" CURB, WSDOT SPEC.
15' INTERVAL 8-04
��°° III=� III
=1--
O° O� 0000° I'
O � O0 k O�° O°O
O o° � °° O ° SEE LANDSCAPE PLAN
o �° �0° o FOR FILL BEHIND CURBS
°
EXTRUDED CURB
:5: NOT TO SCALE
RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND)
-COMPACTED SANDY GRAVEL ROAD BASE
s" 95% MODIFIED PROCTOR DENSITY
-SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION
COMPACTED SUBGRADE,
SECTION
TOP F GRASS ROOT MASS 6 MM
(1 4") ABOVE TOP OF RING
GRASSPAVE2 ATTACH WITH
SNAP -FIT FASTENERS
;INGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND)
OMPACTED SANDY GRAVEL
BASE COURSE
-SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION
NOTE: GRASS MIX SHALL BE DEEP ROOTING AND HARDY SPECIES FOR REGION. PROVIDE RYE OR FESCUE LAWN MIX.
TYPICAL GRASSPAVE2 DETAIL
CHOOSE THIS PRODUCT FOR REINFORCING GRASS WEARING SURFACES
NOT TO SCALE
16265 E. 33RD DR., SUITE 20
AURORA, COLORADO 80011
800-233-1510 OR 303-233-8383
FAX: 800-233-1522 OR
303-233-8282
www.invisiblestructures.com
GRASSPAVE Invisible Structures, Inc. rev. 1/18
GPDET18.DWG
NOT TO SCALE
0
a�
Know what's below.
Call before you dig.
T A C O M A S E A T T L E
S P O K A N E T R I- C I T I E S
���.5kEClSTER�9 ��
�SSIONAL E2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
07/21 /2025
CC
12"
NOTES:
1. ALTERNATIVE - SIGN MAY BE SECURELY MOUNTED TO BUILDING WALL.
ADA PARKING SIGN
NOT TO SCALE
1/4" EDGED GROOVE 0.02 FT/FT
1.4 a a a
a a a
a a .
a
4" CEMENT CONCRETE SIDEWALK
2" CRUSHED SURFACING TOP COURSE
PER PLAN
q RAMP
DETECTABLE WARNING PATTERN AREA
COMPACTED SUBGRADE B SHALL BE YELLOW, IN COMPLIANCE WITH
WSDOT STANDARD SPEC. 8-14.3(3)
O O 0
NOTES:
1. CEMENT CONCRETE SHALL BE CLASS B.
2. COMPACTION FOR CONCRETE WALKS TO BE 95% MAXIMUM
DENSITY.
3. EXPANSION JOINTS CONSISTING OF 3/8" BY 4" PREMOLDED JOINT
MATERIAL SHALL BE PLACED AT 15 FOOT INTERVALS, OR AS
DIRECTED BY THE ARCHITECTURAL PLANS. 1/4" EDGE GROOVE
SHALL BE PROVIDED AT JOINT EDGES.
4. SEE ARCHITECTURAL PLANS FOR JOINT PATTERNS.
ONSITE CONCRETE SIDEWALK
NOT TO SCALE
PAVEMENT
6"
FINISH GRADE AT SIDEWALKS
' a
a.. a
a , 4 a.
iv NOTE
CONSTRUCTION SHALL
CONFORM TO WSDOT
a SPECIFICATION 8-04.3.
FLUSH CURB
NOT TO SCALE
L #3 BARS (2)
ELEVATION
13/16" DIA. HOLES
r%0 A \.
2" CLR (TYP)
5"
2 1/2" � 2 1/2"
6„ #3 BARS (2)
101, NOTES:
NON -SHRINK 1. THE NON -SHRINK GROUT USED TO
GROUT ATTACH THE PRECAST CURB SHALL
CONSIST OF 3:1 SAND AND CEMENT.
GROUT TO A DEPTH OF 1" FROM THE
TOP OF THE BUMPER.
#6 BAR (2)
18" MIN 2. LOCATIONS FOR WEEPHOLES, AND
V-SLOTS SHALL BE IDENTIFIED ON (
THE DELIVERY ORDER DRAWINGS.
Id 3. CONCRETE SHALL HAVE A
COMPRESSIVE STRENGTH OF 3000
ATTACHMENT DETAIL PSI AT 28 DAYS.
WHEEL STOP
NOT TO SCALE
CD
M
MIN
MAX
A
1 5/8"
2 3/8"
B
5/8"
1 1/2"
C
7/1 6"
3/4"
D
7/8"
DETECTABLE WARNING STRIP
NOT TO SCALE
o 0 0 0 0 0 0 0 0 0 0 o PERMEABLE CONCRETE SECTION
0 0 0 0 0 0 0 0 0 0 0 0
O O O O O O O O O O O
0 0 0 0 0 0 0 0 0 0 0 0 U
8" D O O O O O O O O O O O O O O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
AGGREGATE STORAGE
RESERVOIR COURSE
12"
INFILTRATING FILL
VARIES
r FIRM AND UNYIELDING
/// ///\//\//\//\//\ SUBGRADE
PERVIOUS CONCRETE NOTES:
1. A UNIQUE IDENTIFICATION NUMBER FOR THE MIX DESIGN THAT IS APPROVED FOR THE
JOB MIX FORMULA (JMF).
2. PORTLAND CEMENT SHALL BE TYPE I, TYPE II, TYPE HI, TYPE IP, OR TYPE IS.
3. CEMENTITIOUS CONTENT: 480 POUNDS PER CUBIC YARD.
4. MIX TO INCORPORATE A HYDRATION STABILIZING ADMIXTURE
5. SYNTHETIC MICROFIBERS MAY BE UTILIZED AT THE MANUFACTURER'S RECOMMENDED
DOSAGE RATE.
6. WATER/ CEMENT RATIO SHALL NOT EXCEED 0.35.
7. NO MORE THAN 25 PERCENT OF PORTLAND CEMENT IN THE MIX, BY WEIGHT, MAY BE
REPLACED BY FLY ASH, GROUND GRANULATED BLAST FURNACE SLAG, OR A
COMBINATION OF BOTH.
8. COARSE AGGREGATE SHALL CONFORM TO SECTION 9-03.1 (4), AASHTO GRADING NO. 8.
NOTES:
1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
2. THE CONTRACTOR SHALL EXPOSE EXISTING SUB -GRADE, PROOF ROLL AND COMPACT TO
90-92%. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE
REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL
REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER.
3. INFILTRATING FILL BENEATH PERMEABLE CONCRETE SECTION TO PROVIDE INFILTRATION
RATES MEETING OR EXCEEDING THE EXISTING UNDERLYING SOILS. FILL MATERIAL TO BE
APPROVED BY GROTECHNICAL ENGINEER.
INFILTRATION TESTING NOTE
PRIOR TO BACKFILL OF INFILTRATING FILL OR PERMEABLE SURFACES, CONTRACTOR SHALL
COORDINATE AND RECEIVE WRITTEN GEOTECHNICAL ENGINEER APPROVAL TO BACKFILL
MATERIALS. GEOTECHNICAL ENGINEER TO PROVIDE CONFIRMATION OF ACCEPTABLE
SUB -GRADE FOR INFILTRATION AND PROVIDE INFILTRATION TESTING AS NEEDED.
INFILTRATION VERIFICATION REPORT SHALL BE PROVIDED TO ENGINEER AND CITY
INSPECTOR. TESTING SHALL BE IN ACCORDANCE WITH REFERENCE 6-A OF THE 2021 KING
COUNTY SURFACE WATER DESIGN MANUAL. FINAL VERIFICATION OF PERFORMANCE TO BE
CONDUCTED BY GEOTECHNICAL ENGINEER.
THE CITY MUST BE NOTIFIED OF THE SCHEDULED INFILTRATION TESTING AT LEAST 2
WORKING DAYS IN ADVANCE OF THE TEST.
PERMEABLE CONCRETE SECTION
NOT TO SCALE
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