SW4230101_Plansheet - C5.0 Site Detail_20230526

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CAULK 3/8" DEPTH VEND OF RAMP pqun,n11"„
SEE SITE PLAN 12" 6" _ �," A II,,
INSERT FABRIC
RECESSED 1/8" BELOW 1/2' JOINT JOINT FILLER TO 1 0�,'��»" """R0 ���''.
TOP OF PAVEMENT FULL DEPTH PAST BOTTOM OF END OF RAMP rr�Q�Q-' 2�/z�`/2,'%
COMPACTION NOTES:
EXPANSION JOINT GUTTER FLOWLINE CURB (7 TOTAL) s ar Q °y
6" 15" = L
1/4 PER FT CROSS SLOPE ( SUBGRADE AND ABC STONE
d4 ° r R DENSITY PER ASTM D698 STANDARD PROCTOR AND WITHIN 3/o T d ' RZ 5 INTERMEDIATE C
RIGID
T ,q
a °. MAAXIMUMTMOISTU E CONTENT.DEN 6 CURB " 4 17"
ID OBJECT 1 0 T}I
.. °' d ° ..° a ° .a '°A ° a I POST, EQUALLY y�
4 d. A 2. COMPACT SUBGRADE SOIL TO 95% REVEAL d °° . a ° 7.5 ••, , .•
•. ,:.r.•':...':�...' ° SPACED R
a i F „
° ° a' ° da a. a 5 O.C. (MAX) 2" DIA. POST 7 � N„ ,W' %A
3 COMPACT ABC STONE TO 100% VE 1 "
4. REFER TO SPECIFICATION SECTION 31 10 00 FOR ADDITIONAL INFORMATION. ° ° ° °
6" BELOW d° a ° . ..
\�\��\��\����CO\PAC D Ub A��/�� A.
ASPHALT GRADE ° . 1 a Q.d °.Q . ..a
1. COMPACT ASPHALT TO 92% MAXIMUM SPECIFIC GRAVITY. °.
2. REFER TO SPECIFICATION SECTION 32 12 16 FOR ADDITIONAL INFORMATION.
O TYPICAL SIDEWALK SECTION CONTRACTION JOINT (PROFILE) 0
NTS 2" DIA. BOTT: o
3.. RAIL
o C
INSERT FABRIC JOINT I I I I I N E
FILLER&CAULK 1/2 JOINT E
FULL DEPTH I II II II w
JOINT FILLER 2 GUTTER FLOWLINE RAMP SURFACE
1/2"WIDE FULL- 1/4"WIDE x 1" DEEP KEYNOTE
TO 1/4" FROM C5.0 I Li I I i i I a 3
DEPTH JOINT W/ SIDEWALK GROOVED JOINT ° -----_ ---- I I I o � N
1/8" RADII SURFACE W/1/8" RADII PATTERN 4d C °. 6" TOP CURB -_--------- -- u - a U. -o z
____ I
CURB 4 OF CU I a U.
HEAVY DUTY - < .a; A4 a - __ J o ♦~
° CLASSIFICATION _ m 0
aQ .a ' 4 ASPHALT n ° a d a� Q, d
° ° d. ° ° d d . . . . . . . . . . . . . . . . . . . . . . 24 9 d a °. e ° ELEVATION z W '5
TYPE S-9.5B (2018) 1.5" GUTTER PAN ' JOINT FILLER 18" GUTTER PAN � a "' x Lnn
SURFACE COURSE ° a °.' &CAULK d B w o " 0
TYPICAL EXPANSION JOINT TYPICAL CONTROL JOINT TYPE I-19.00 (2018) 2.511 ad. ' . 4 - SEE SITE PLANFORRAMPWIDTH 0 '� z
NTS NTS INTERMEDIATE COURSE NOTES = p
1. CONCRETE SHALL BE 3,000-PSI @ 28 DAYS.
CONTRACTION JOINT (PLAN) 2. PROVIDE NO-SLIP BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. ~o � w
NCDOT CABC STONE 8" FINISH GRADE 3. HANDRAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NC BUILDING � �
CODE VOLUME 1-C,CHAPTER 5.4.2. L rn
(REFER TO PLANS 4. HANDRAILS SHALL BE SCH-40,HOT-DIP GALVANIZED STEEL(ASTM A53). Q Lu
FOR MATERIALS) 6 181 5. 12 IN.SLEEVES SHALL BE HOT-DIP GALVANIZED STEEL PIPE(ASTM A53)
GENERAL NOTES: _ L
FINISH GRADE NOT LESS THAN 1/2 IN.MORE THAN OUTSIDE DIMENSION OF POST AND co
GEOGRID (SEE ALLOWANCE) FLAT STEEL PLATE FORMING BOTTOM CLOSURE.
1. PROVIDE GROOVE CONTROL JOINT 1-IN DEEP WITH - - - (REFER TO PLANS z U)
6. FILL VOIDS BETWEEN POST AND SLEEVE WITH NON-SHRINK ANCHORING
1/8-IN RADII IN SIDEWALK AT 5' INTERVALS UNLESS =__ - COMPACTED SUBGRADE FOR MATERIALS) CEMENT MIXED AND PLACED TO COMPLY WITH MANUFACTURER'S �� N �
INDICATED OTHERWISE. - - - RECOMMENDATIONS. M
°a SLEEVE W/ _
2. PROVIDE 1/2-IN EXPANSION JOINT AT 50'INTERVALS. 12 ° . ' ': 4 °d 3 _ I NON-SHRINK GROUT o
3. PROVIDE 1/2-IN EXPANSION JOINT WHERE THE 0
SIDEWALK ABUTS ANY RIGID STRUCTURE. ° °
4. SEE SPECIFICATIONS FOR ADDITIONAL JOINT ° ° _
.. Q' °. °.. .,a e °
a. d a d. ° 6" a
° ° d. 12 ° �c�r��. JVIIN. ° °° ° W
SPACING REQUIREMENTS.
> W
NOTES: 6" MIN = Q
5. ALL CONCRETE SHALL BE 3,000 P.S.I. WITH BROOM If Ll 1. THE CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE �� �� / ° ° Q
FINISH. THE SITE DURING CONSTRUCTION AT NO ADDITIONAL COST. THE CONTRACTOR IS RESPONSIBLE FOR 2" 4"ABC STONE BASE
6. ALL SIDEWALKS SHALL HAVE 2% OR LESS CROSS 6" ° °
DETERMINING THE ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE PAVING. INCREASES IN CONCRETE TO BE "10
� DATE
SLOPE. THE DESIGN PAVEMENT SECTION TO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDED AT NO RAMP SECTION 'B'
INSTALL 6" MIN. DEPTH OF 4,000 PSI MIN. >
7. ALL SIDEWALKS SHALL HAVE 5% OR LESS ADDITIONAL COST. ABC STONE UNDER CURB ? 0512312023
LONGITUDINAL SLOPE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING PAVEMENT DURING ALL PHASES OF CURB & GUTTER (SECTION) O ACCESSIBLE RAMP WITH HANDRAILS N.T.S. o DRAWN BY
WORK. THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALL DEFECTS OR DAMAGE.
3. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN QC TESTING, PROOF ROLL, AND REQUIREMENTS TOP OF CURB LMB
NOTED IN SPECIFICATIONS. NOTES: CONCRETE TO BE 4,000 PSI MIN.
1. LOCATE CONTRACTION JOINTS 10' MAXIMUM APART IN CURB & GUTTER ° • DESIGNED BY
4. OWNER WILL ACQUIRE 3RD PARTY QC TESTING SERVICES FOR SOILS AND PAVEMENTS. 6„ e: ASPHALT
2. INSERT FIBERBOARD STRIPS INTO EACH CONTRACTION JOINT AND TOP WITH CAULK • , a. 6'� GWF
5. REFER TO SPECIFICATION SECTION 32 12 16 & 31 10 00 FOR ADDITIONAL INFORMATION. . : ° I
3. PROVIDE $" RADIUS ON EACH SIDES OF JOINT. 12" ° ° '..°° ..�. . ; . •
4. REFER TO SPECIFICATION SECTION 32 13 13 FOR ADDITIONAL INFORMATION. ° ° '.° ° • CHECKED BY
° ` a
• GWF
5. REFER TO THE TRENCH DRAIN DETAIL ON SHEET C5.4 FOR GUTTER PANS WITH INSTALL 4" MIN. DEPTH OF
TRENCH DRAINS. ABC STONE UNDER CURB • •
SCALE
O1 CONCRETE SIDEWALK N.T.S. O2 ASPHALT PAVEMENT N.T.S. O3 24" CONCRETE CURB & GUTTER N.T.S. O CURB ENDING TAPER N.T.S. • AS SHOWN
•
•
•
6"
MONOLITHIC BUTT PAVERS
C SIDE FLARE C D CONC. CURB TOGETHER, SAND
LESS THAN 10% SWEEP JOINTS
DETECTABLE DETECTABLE CONCRETE UNIT PAVERS, PLANT BED TURF g
WARNING DOMES WARNING DOMES REFER TO NOTES FOR FINISHED GRADE
A A B g < SIZES, PATTERNS, J
6'-0" RAMP (1:12 MAX.) COLORS, ETC. -
OD OD OD
�0 00 2� �0 4' 0 24" 24 1" SAND SETTING BED
00 00 00 ABC STONE BED 6ii O in
TRANSITION N cu
(COMPACTED) BLACK ABS PLASTIC = 3
:
FILTER FABRIC N
SIDE FLARE CURB LANDING(114" EDGE RESTRAINT,
COMPACTED SUBGRADE INSTALL PER ( )
LESS THAN 10% & C PER FT a' DETECTABLE WARNING DOMES + ' /j`
GUTTERSLOPE) MANUFACTURERS
C -0SECTION A-A T
RECOMMENDATION; USE
CURB&GUTTER D WHEN BRICKS ARE U
TERMINAL RAMP DIRECTIONAL RAMP PARALLEL RAMP SECTION ADJACENT TO Ln
TURF/LANDSCAPE (TYP.) O cv
4x8 HEADER COURSE N °
Lu Q zco
6'-0" RAMP (1:12 MAX.) (n
0.9" 0.4" 2.35" 0.20" 30" OR z J
RAMP WIDTH AREA �{ �{ �►�{ 4'-0" 24" VARIES (SEE PLANS) 4x8 HERRINGBONE Lu i--i --
PATTERN U z s
IS VARIABLE N °a..° J Lu LU
IL
:. .. :. 4"PER FT Q
= O O O O O O : • ... o
0.45"R PRECAST CLASS B 4.' Q m LV 3
m w O O O O O 0.02"R DETECTABLE WARNING DOMES i--i W "o U')
CONCRETE PAVERS
N J 0 0 0 0 0 J a °0
SECTION B-B J v (D
CD
a
N @ @ @ @ @ @ DETECTABLE WARNING DOMES w z ul 2 z
a U 0 �
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N 6:1 RAMPED SIDEWALK
_ C
ID
C, C U)
N FT-0" or 6'-0" �/ a o
24" (MIN) EE PLANS) 24" (MIN) O o
o BUTT PAVERS TOGETHER, z
Lp 6'-0" RAMP (1:12 MAX.) Y-0" LANDING (MIN) 6'-0" RAMP (1:12 MAX.) CUT PAVERS SAND SWEEP JOINTS z N
AS NEEDED o
a 6 CUR
3 SIDE FLARES
PLAN PAVERS
• 1 10 SLOPED
.... ..
1'10 SLOPED ':::'::':: o 0 0 0 0 0 0 0 0 0 0 0 0
. . ,. . _
• DETE T B SIDE FLARES
Z SECTION D D WARNING DOMES SECTION C-C 1. HERRINGBONE PAVERS: SALVAGED PAVERS. SUPPLEMENT WITH CLOSEST MATCH POSSIBLE aL
o AS NEEDED. ° 3
2. SOLDIER PAVERS: SALVAGED PAVERS. SUPPLEMENT WITH CLOSEST MATCH POSSIBLE AS
m NOTES:
NEEDED. Y
M 1. NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 1"/1' (1:12) IN RELATIONSHIP TO THE GRADE OF THE 3. PROVIDE SHOP DRAWING AND COORDINATE FINAL COLOR WITH OWNER x o
o STREET. 4. HEADER COURSE TO BORDER ENTIRE FIELD OF 4X8 HERRINGBONE PAVING PATTERN.
2. IN NO CASE SHALL THE WIDTH OF THE ACCESS RAMP BE LESS THAN 48"(4'-0") HEADER COARSE COLOR: COORDINATE WITH OWNER. o
5. INSTALL ABS PLASTIC EDGE RESTRAINT ONLY WHEN EDGE OF PAVERS ARE ADJACENT TO
a) 3. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL WIDTH OF THE RAMP FLOOR AS SHOWN. TURF OR PLANT BEDS. a)
0 4. SIDE FLARES SHALL BE 10%SLOPE OR LESS FOR ALL. U0 m
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21 JOB NO. N c
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52013 � N
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N C
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oN SHEET NO. 2 o
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co O6 ACCESSIBLE CURB RAMPS N.T.S. O7 BRICK PAVING N.T.S. C5.0
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