HomeMy WebLinkAboutC2.5 LAYOUT DETAILS ORIGINAL SURVEY ON FILE AT LAND SOLUTIONS
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t MPX �v' AMERICANS WITH DISABILITIES ACT 4.29.2 STANDARDS 5/4" CRUSHED AGGREGATE BASE L E 5 � rn P 3 CO
\ D D D D D D COMPACT TO g5% OF MAX. DRY DENSITY a w
SCOPE \N� P= 2.35" (60mm) co
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S, 4j D= 3.32" (85mm) PER ASTM D6g8 v Q c�0 Y^ 0 L Y =
PLAN VIEW SECTION VIEW ` - -
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EXPANSION JOINT _ • • -
I. THICKEN GONGRETE SLAB UNDER TACTILE PANEL.
2. CAST IN TAGT DETEGTABLE WARNING PANEL AS MANUFACTURED BY MA5GO, w
L (208-575-99gO). INSTALL PER MANUFAGTURERS RECOMMENDATIONS. NOTE:
ASPHALT PAVING 3. SEE I.S.P.W.G. 50-712 FOR ADDITIONAL INFORMATION. >
I. REFER TO CONCRETE NOTES FOR 28 DAY COMPRESSIVE STRENGTH REQUIREMENTS. m
PER PLANS 4. GOLOR BY ARCHITECT. ,
DETECTABLE WARNING PANEL CONCRETE JOINTS N
M I D B L O C K PEDESTRIAN RAMP 4 -O °GALL 8 NOT TO SCALE
1 Scale: N.T.S. o
4"
TOP OF GRASS ROOT MASS 6 MM
(1/4") ABOVE TOP OF RING. I 1 o
K CONCRETE 6RA55PAVE 2 ATTACH WITH I Y2" 50. TUBE STEEL (.0
SIDEWALK 6'_ I46
PEG AND HOLE. RAIL t w
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r ROOT MASS TO FILL I
STEEL
ORA55PAVE 2 I/2" SQ. TUB PIGKET
S<�pF�. ( GOMPACTED SANDY GRAVEL AT 4" O.G., TYP. Z
FINISHED SURFACE BASE COURSE. SOLID
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Copyright CO 2024 Z
All rights reserved. Reproduction or use in any form o
PER PLANS I orb an means without written permission of
SEE ENLARGEMENT Rreckon Land Design,Inc.is unlawful and subject to 0
J 2'-0" X WIDTH OF �� — criminal prosecution w
RAMP DETECTABLE �\� \P� HYDR06ROW MIX BELOW RING 2" 50. TUBE STEEL
4 SUPPLIED FREE BY
WARNING PANEL(5) �$ MANUFACTURER. POST AT 6' O.G., TYP.
PER DETAIL >_ >> Of
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2 - CONCRETE SAND (GLEAN, SHARP Y
CONCRETE CURB D_
AND GUTTER PER SAND) CONCRETE PAVING
OR LAND5GAPE
PLAN AND AS LL _ _ _ _ _ _ _ _ _ _ _ _ _ COMPACTED SANDY GRAVEL FINISH GRADE, REFER
DETAILED L L L L L III III III III III III ROAD BASE - 6" DEPTH. TO PLAN Q
-III L L III NEW III III III III III
COMPACTED
R -1T1I-1I _ III III III l l—III III
— —1 l l_ COMPACTED SUBGRADE,
SUBGADE -11I II_ ` =III— III—III- w
111 i11 —I _ "—III=1 g5% MODIFIED PROCTOR DENSITY o
H ASPHALT PAVING
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NOTES: 5
GRASSPAVE2 SECTION NOTE: 0 w
I. REFER TO LAYOUT PLANS FOR ACTUAL RAMP DIMENSIONS. VARIATIONS FROM THE Scale: NOT TO SC MANUFACTURE'S PONDER 1) FINISH SHALL BE MANUFACT POWDER GOATIN6. SUBMIT COLOR SAMPLE FROM FULL Q N °
DETAIL SHALL BE SUPERSEDED BY DIMENSIONS INDICATED ON THE PLANS. COLOR PALETTE FOR OWNER APPROVAL PRIOR TO ORDERING.
2. ALL RAMP SURFAGES MUST BE 12 TO I SLOPE TO CONFIRM TO A.D.A. REQUIREMENTS. 2) CONCRETE POST FOOTING SHALL BE 12" MINIMUM DIAMETER X 36" DEEP (4500 PSI).2.
3. THE RAMP WING MUST BE 6-0" MEASURED AT THE CURB FACE FOR 6" STANDARD 3) ALL FIELD WELDS SHALL BE GROUND SMOOTH AND POWDER COATED TO MATCH ADJACENT z
CURB. THE WING AWAY FROM THE ROAD 15 ELIMINATED AND REPLACED W WITH A WINO SURFACES. °
4) CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY DESIGN M (n
SUBSTITUTE THAT IS 6" HI6H AT THE FACE OF THE STANDARD CURB AND 0" HI6H AT UNIT SIZE - (20" X 20" X I"). / v/ o
THE BACK OF THE RAMP AND POURED MONOLITHICALLY WITH THE RAMP. PROFESSIONAL PRIOR TO INSTALLATION. TUBE STEEL GATES SHALL BE POWDER COATED - U M
4. ALL RAMPS MUST HAVE A MINIMUM 4'-0" X 4'-0" LANDING BEHIND THEM FOR 9.7" AVAILABLE IN g STANDARD COLOR AS DIRECTED BY OWNER. _J _J
(� PEDESTRIANS. 6.6„ 9 8„ ROLL SIZES. Q
5. ALL CONCRETE ADJOINING THE RADIUS WITHIN AND AROUND THE RAMPS SHALL BE 5" TUBE STEEL FENCE J O Q
THICK WITH 4" OF 5/4" AGGREGATE BASE. UNIT WEIGHT - 510 GRAMS (18 A '
PEDESTRIAN RAMP (TYPE TWO OROZ.)2.0 K6 (4.5 POUNDS) Sale I'- I� = w
2 e: 112 - 1'-O
STRENGTH - 402 KO/OM � � Q
(5720 P50ROAD COLOR -
BLACK (STANDARD) Q
RESIN - 100% UJ
POST-CONSUMER Q w
F BUILDING LINE, FOOTINGS, COLUMNS, ETC. RECYCLED HDPE/LDPE �+
< SEALANT-POLYURETHANE SEALANT 6RASSPAVE 2 SQUARES z Z
c; F5-TT-5-00227, TYPE 11, NON SAG AND Q Q O
TYPE I-SELF LEVELING, GLASS A. 2.4" 3„ ADJACENT 6RA55PAVE 2 ` `
0.9" SQUARES \ r
EXPANSION JOINT TYPE "A" 1/2" THICK. 2 / Q
FIBER JOINT FILLER. PROVIDE G RAS S PAV E PLAN Q UJ -
RESILIENT AND NON-EXTRUDING TYPE
0 PREMOLDED BITUMINOUS-IMPREGNATED 6 J
o FIBERBOARD OR APPROVED EQUAL.
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SLOPE 1/4"/FT. FINISH GRADE PER PLANS T
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a a GONGRETE CURB
a a a
d ° ° a° a a41 1/2" RADIUS (TYPICAL)
III � o 0 0 0 0 0 0 0 0 0 0 0 0
6" FINISH GRADE PER PLANS
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1 1 I ICI I IT�1 1 - I ICI I I II I1 1 I� `
IIIIIIIIIIIIIII-III- I IIIIIIIIIIIII-III- � '
III III III III II III III III III III II
I_�IIIII III III III IIICD
GONCRETE SIDEWALK =
- - -I —I —I —III r
Q 3/4" CRUSHED A66RE&RATE BASE III III III III �, ,W W y z
GOMPAGT TO g5% OF MAX. DRY —III—III—III—III—III—III —_III=1 LU
DENSITY PER ASTM D6g8 III °U.W �Z
W CO0
I III III III III III III . g III II. III l ��\ 11.
qP0 WmQo od
COMPACTED SUBGRADE —III—III—III—III—III— U -
o III III III III III d I H 1
COMPACTED SUBGRADE
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S' III �/� ma���WW
-I =III=III=III=III=III III I— n c� 'A N-a�°z m
6' L- 3/4 CRUSHED AGGREGATE .,a z� W U
CONCRETEF LAT W O R K -I —III= -III- BASE COMPACT To gSJb of Qq->°.uk+
NOTES: -11 —III—III—; MAX. DRY DENSITY PER O
NOT TO SCALE 1. SCORE JOINTS a 10' O.G. ASTM D6g8 REVISIONS 0
AT BUILDING 2. EXPANSION JOINTS @ 40' O.G. No. Date Description
3. PROVIDE EXPANSION JOINTS AT THE INTERSECTION OF STRAIGHT CURB $ RADII. ---- ---- ----
4. EXPANSION JOINTS SHALL BE PREFORMED JOINT FILLER OF 3/8" THIGKNE55. z
c) 5. SCORE JOINTS SHALL BE MINIMUM I/8" WIDE, 1-1/2" DEEP, AND ROUNDED GORNER5. O
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VERTICAL CURB
° PROJ
ECT JECT NO.:
Spa l e: -o" 24029
B n DRAWN BY:
EB, BE
CHECKED BY: t
JB, HKM
DATE: CD
0 06/03/2024 z
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SHEET NUMBER
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C2.5
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