SW3220302_Plansheet C11 - Misc. Detail_20220601

ACCESSIBLE PARKING REQUIREMENTS
MINIMUM NUMBER
MINIMUM NUMBER OF
TOTAL PARKING SPACES
OF ACCESSIBLE SPACES
ACCESSIBLE SPACES REQUIRED
PROVIDED
SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 100
4
1
101 TO 150
5
1
151 TO 200
6
1
201 TO 300
7
1
301 TO 400
8
1
401 TO 500
9
2
501 TO 1000
2%OFTOTAL
1 IN EVERY8
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
1 IN EVERY 8
EACH 100 OVER 1000
ACCESSIBLE SPACES
SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES ACT (ADA).
SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES
NOTES:
1 . ALL 12"x18" ACCESSIBLE SIGNS (R7-8a & R7-1) SHALL BE MOUNTED AT 7 FEET FROM
MOUNTING HEIGHT CAN BE REDUCED TO GRADE TO BOTTOM EDGE OF SIGN FACE (MUTCD).
5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH
PEDESTRIANS ARE NOT EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) U.S.
DEPARTMENT OF TRANSPORTATION AND CITY / COUNTY / STATE DEPARTMENT
OF TRANSPORTATION SUPPLEMENTS.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS
ARE REQUIRED AT LOADING ZONE AREA.
CURB TAPER HANDICAP PARKING SIGN
TYP. EA. SIDE CENTERED @ EACH SPACE
6' CONCRETE SIDEWALK
CURB RAMP FLUSH
W/ SIDEWALK
CURB & GUTTER
WH
LINE
AS
4"
SEE
a
8' --j� 5' 8' - 9'—
H.C. SPACE OR 8' H.C. SPACE TYPICAL
SEE PLAN SPACES
(MIN.)
O © © SIGNAGE
R7-8e RESERVED
ACCESSIBLE 12"x6" H PARKING MUTCD PARKING
R7-1
12" W MUTCD
RESERVED DISABLED /// R78a
PARKING MUTCD PASSENGER / 12"x18"
R7-8a LOADING
12"x18"
ONLY
REQUIRED ACCESSIBLE MAXIMUM R7-81D
ACCESSIBLE ROUTE
© (SEE NOTE 3)
RESERVED PARKING SIGN L�$2
ENALTY 12'x9 ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT
50NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
MAXIMUM PARKING SPACE PAVEMENT MARKINGS
PENALTY R7-8D
$ 250 12"x9" SEE STANDARD NO. 50.1OC FOR
SUPPLEMENTAL SIGN DETAIL
ACCESSIBLE PARKING AND
SIGNAGE STANDARDS
N.T.S.
TE PAINTED
S
'HALT PARKING
DETAIL
JOINT SEALER 1/8" RADIUS (TYPICAL)
SURFACE OF GUTTER 1/8"
d
JOINT FILLER
PAVEMENT
N
d° d
7„ 11„ v.
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. JOINT SPACING MAY BE
ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER
APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM
DEPTH OF 1 1 /2" SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO ALL
RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100%
STANDARD PROCTOR DENSITY.
7. ALL CONC. TO BE 3,000 PSI (CLASS A) IN ACCORDANCE WITH ASTM C94-90.
8. ALL EXPOSED CONC. TO HAVE BROOM FINISH.
STANDARD l'-6" CURB AND GUTTER
N.T.S.
14'
1' I 12'
4' 4' 4'
PROVIDE TWO
STEEL BOLLARDS
12" MASONRY WALL
fLINE OF FOOTING
SHOWN DASHED
PROVIDE HARDWARE
FOR GATE AS REQ'D.
TURN DOWN SLAB
In I W/ 1 /2" E.J.
'04,
66 6'
1 'v 12'
Q
a PLAN
a
Q
n
�8'�
81 H11 IIIIIIIIIIII�IIIII
1' VAR
IES
I.
BRICK TO MATCH
BUILDING BASE IN
COLOR & COURSING
2x4 SMOOTH SAWN CEDAR
GATE ELEVATION NOTE: OTHER THREE ELEVATIONS ARE SIMILAR
OF ELEVATION SHOWN, WITH CONTINUOUS
WALL CONSTRUCTION IN LIEU OF GATE.
12
ROWLOCK BRICK @ TOP
PAINT INTERIOR CMU
TO MATCH BRICK
4" BRICK FACE W/ 8" CMU BACK-UP W/ #4'S
VERT. @ CORNERS AND EACH SIDE OF GATE.
FILL CELLS SOLID W/ 3000 PSI PEA GRAVEL
CONC. WHERE BARS OCCUR.
1/2" EXPASION JOINT
SLOPED CONCRETE SLAB
SLAB
0
oSTONE
DUMPSTER PAD
STANDARD
2'-0" WIDE x 10" MIN. DEEP CONCRETE
FOOTING W/ 2 #4'S SHALL BE
INSTALLED 16" CONTINUOUS. TOP OF
WALL SECTION
FOOTING BELOW GRADE
SINGLE DUMPSTER ENCLOSURE DETAIL
N.T.S.
NOTES:
1. REMOVE WIRE OR NYLON TWINE FROM BALL
2. INSTALL TOP OF BALL 2" ABOVE FINISH GRADE
3. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER
INSTALLATION
4. IF STAKING IS REQUIRED USE DETAIL FOR STD. NO. 40.01
5. 4" SAUCER WILL BE OUTSIDE OF BACKFILL.
6. SEE SPECIFICATIONS FOR OTHER PLANTING
REQUIREMENTS.
7. ADDITIONAL INFORMATION ON TREE PLANTING AND
PRESERVATION IS AVAILABLE IN THE LANDSCAPE
CONSTRUCTION STANDARDS (CITY OF CHARLOTTE)
TOP OF ROOT BALL TO BE 2"
ABOVE FINISH GRADE 4" LAYER OF MULCH- NO MORE
THAN 4" TOUCHING TRUNK.
4" HIGH WATER BERM
FINISH GRADE
REMOVE TOP 1/3 OF WIRE BURLAP, AND ANY
NAILS/PINS, ETC.
PLANTING MIX
REMOVE TOP 2/3 OF WIRE BASKET (AS SPECIFIED)
WHERE PRESENT
UNDISTURBED SOIL LINE (IF SOIL HAS BEEN $ 20" 6" 8"
PREVIOUSLY DISTURBED, FIRM SOIL UNDER 48"
ROOT BALL)
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI, 1990, PART 1, "Shade and Flowering Trees")
For Example: Caliper Height (range) Max. height Min. root ball dia. Min. root ball depth
2" 12-14' 16' 24" 16"
3" 14-16' 18' 32" 21 "
NOTES:
1. MINIMUM TREE SIZE AT PLANTING IS 2 - 2.5 INCH CALIPER & 10 - 12 FEET IN HEIGHT FOR SHADE TREES AND 1.5 - 2 INCH CALIPER FOR
ORNAMENTAL TREES (6' MINIMUM HEIGHT AT PLANTING).
2. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING
PLANTING PIT. REMOVE TOP 1 /3 OF THE BURLAP FORM ROOT BALL.
3. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED
SOIL AND ADD 18" NEW TOPSOIL OR UNCOMPACT AND AMEND THE TOP 24" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX
STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SF PER TREE)
PLANTING DETAIL -SINGLE STEM TREE
N.T.S.
CONCRETE SLAB
OR PAVEMENT
HEAVY DUTY, DUCTILE
IRON LOCKING GRATE
10" MIN. -
REMOVABLE
SPACER
VARIES
/ \\\ \\\ p p v �
AQUEDUCT
..�CHANNEL
/\/
DRAIN GRATE SHALL BE RATED FOR
VEHICULAR AREA USE AQUEDUCT TRENCH DRAIN DETAIL
SECTION
N.T.S.
)I CUING -Kilt l_v ZO UATJ
DMPACTED SUBGRADE
STIFF BROOM FINISH
PERPENDICULAR TO TRAFFIC FLOW
HAND TROWEL SCORE JOINT
W/ TOOL BANDING 1" DEEP
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~
m
w
m w
N
04 N
'-- R3'
1 /2" BIT. EXP JT PROVIDE 1 /2" BIT. EXPANSION
JOINT @ 25' O.C.(SEALED)
NOTE:
PROVIDE 1 /2" BIT. EXPANSION JOINTS @ 25'
O.C. (SEALED) & WHEN CONCRETE ABUTS
A RIGID SURFACE. (i.e. WALLS, CURBS)
TYP. SCORING PATTERN
@ INTERSECTIONS
CONCRETE SIDEWALK DETAIL
N.T.S.
PLAN
ANGLE FRAME SYSTEM
WITH ANCHORS
COURSE
2" INTERMEDIATE
COURSE ASPHALT
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8" AGGREG
BASE COURSE (ABC)
COMPACTED
SUBGRADE
HEAVY DUTY ASPHALT PAVING
N.T.S.
PAVEMENT RECOMMENDATIONS
BASED ON GEOTECH REPORT
REFER TO GEOTECH REPORT FOR FURTHER
INFORMATION ON PAVEMENT SPECIFICATION -
GEOTECH REPORT SPECIFICATION SHALL BE USED
N.T.S.
PAVEMENT RECOMMENDATIONS
BASED ON GEOTECH REPORT
REFER TO GEOTECH REPORT FOR FURTHER
INFORMATION ON PAVEMENT SPECIFICATION -
GEOTECH REPORT SPECIFICATION SHALL BE USED
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REVISIONS:
A2022-3-29 1ST EC REVIEW
2 2022-5-13 NCDEQ COMMENTS
C09 - DETAILS.DWG
PROJECT NUMBER:
221011
DATE: 2/4/2022
DRAWN BY: KIW
SHEET C
OF 12
C09 - DETAILS.DWG - PLOT: Kennedy - TUE. 5-24-2022 3:11 PM